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33470-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33591 Date: 03/13/09 I~{IS CERTIFIES that the building SOLAR PANELS Location of Property: 345 LLOYDS LA MATTITUCK (HOUSE NO.) (STREET} (H~4LET) Co%u~ty Tax Map No. 473889 Section 99 Block 3 Lot 4.9 subdivision Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 2, 2007 pursuant to which Building Permit No. 33470-Z dated OCTOBER 12, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SOLAR PANELS ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to FRANKLIN & CAROL A GOLD ( OWNER ) of the aforesaid building. SUFFOLK COUNTY DEPARTM~FE OF ~IKALTHAPPROVAL N/A EL~t-rKICAL CERTIFICATE NO. 7679 10/20/07 PLI~4BERS CERTIFICATION DASD N/A Rev. 1/81 oF SOUT.OLD I/t lit . ,." This application must be filled in by t~ewfiter or ink and submitted to thc Building D~~ A. For new buildin8 or new use: 1. Final sumey of prope~y with accu~te location of all buildings, prope~y lines, streets, ~d unusual natu~l or topographic features. 2. Final Approval from Hcal~ Dept. of water supply and scwc~gc-disposal (S-9 fo~). 3. Approval of electrical installation ~om Board of Fire Undcmfitcrs. 4. Sworn statement from plumber ce~i~ing that ~c solder used in system contains less than ~10 of 1% lead. 5. Commercial building, indusMal b~ilding, ~ultiplc residences and simil~ buildings and installatioas, a ee~ificate of Code Compli~ce from architect or engineer responsible for the building. 6. Submit Pla<lng Board Approval of completed site pl~ 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 t. 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, Commemial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: House No. Street Owner or Owners of Property: F ~/'~ t,,t Suffolk County Tax Map No 1000, Section Subdivision H c) [',,~ C x~' ~ LJ C.~d_ ~_~ eermitNo. 5~4'7C)-7-.. DateofPermit. Health Dept. Approval: ------ x/'/ (check one) Hamlet CAroL CTOLJ::) Block 3 Lot Filed Map. 'ff73~ $'~ Lot: Applicant: F'~(~t'q k(L I t'q ~ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) At~plicant ~_~natdr'~ 40 Nottingham Drive, Middle Island, NY 11953 Telephone:6314958136, Fax:6319806455 · E-Mail:SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: GO SOLAR ThC. October 20,2007 7679 Certificate No.: Final Inspection Date: Building Permit No.: 7679 October 20,2007 Suffolk County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Frank Gold Site Location: GOLD, 345 Lloyds Lane, Hattituck, NY 11952 Owner's Address (if different:): Residential Commercial New Addition ~' Indoor Basement ~' Outdoor First Floor Renovation Second Floor Survey Other: PV System INVENTORY Heat Duplex Recpt Ceiling Fixture Service Shed Pool Hottub Attic Garage The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: GO SOLAR Inc. inspected By: Gene Surdi Signature: -~~/~ License No.: 35972-ME Date Of Certificate: Oct 21,2007 Single PhaSe HID Fixtures Thr~e PhaSe Smoke Main Panel CO Detect Sub Panel Pumps 'l~me Clock Transformer Disconr~ect TVSS GFCI Breaker Exhaust Fan FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33470 Z Date OCTOBER 12, 2007 Permission is hereby granted to: FRANKLIN & CAROL GOLD 345 LLOYDS LANE MATTITUCK,NY 11952 for : INSTD~LLATION OF SOLAR PANELS AS APPLIED FOR at premises located at 345 LLOYDS LA County Tax Map No. 473889 Section 099 pursuant to application dated OCTOBER Building Inspector to expire on APRIL MATTITUCK Block 0003 Lot NO. 004.009 2, 2007 axed approved by the 12, 2009. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION ~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~ ~ FIELD INSPECTION REPORT I DATE I i COMMENTS FOUNDATION (1ST) ~.~.~ FOUNDATION (2ND) ROUGB[ FRAMING & PLUlVlBI~qG STATE ENERGY CODE ADDITIONAL COM3d~ENTS 711 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c J,O/¢, 20 0 '? 2o o'1 Expiration 5~/5 02,20 0 ~ PE IT NO. S q 70 · Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to:~q Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 o7 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets, of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectionss~ [ (S~gnature of applicant ~me, if a corporation) ~Vlailing address ~ fall, p/ic~h~) /,.J ,~'. State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, Plumber or builder / Nameofownerofpremises ttSl~tl/]<{..-IAJ (90 LO / C~tLol~ ~. (As on the tax'roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location ofland on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Hamlet Filed Map No. ._.~-~~ 2. State existing use and occupancy of premise[~.~nd intended use and occupancy of proposed construction: a. Existing use and occupancy //~e.r t l:~,,/c ~ b. Intended use and occupancy ~-~ X/ c~ 5t5 'T~ ~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units / If garage, number of cars Alteration ff /s ys"re (Description) Fee ~ ~ch O (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexisting structures, ifany:Front -['~'-o(~) Rear Height. ~7' ,~ C © ~ Number of Stories Dimensions of same structure with alterations or additions: Front <~GJx%_ o-b Depth ~-~ .~,( & Height ~-~ ?(~-- Number of Stories Dimensions of entire new construction: Front Depth 8. , 5' -3t ..... Height ~r~,L} f_~-~ ----Na-m-b--er of St'dries 7 9. Size of lot: Front /~f~5 c/4,40 .Depth 10. DateofPurchaseC/~ ~/,~/o0 Name ofFormer Owner )V~O¢'~'~~ ~ ~t~>(9~'c~- ' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO t//Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremisesff'~iol~clto - {>Address o;(c)- ~/_t' C[ q L,,~ PhoneNo.¢~{ Name of Architect '------- Address ,c~ Phone No NameofContractor (~:,v ~ ~ . . . ._ ,~t~'*o~ Address-~, '17 .[/~q~3 ~,-~{, PhoneUo. O>,, 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. STATE OF NEW YORK) SS: COUNTY OF~ {. l/_ ~ f~AJ''3 I'< C / ~ (~ o L F~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing-contract) above named, (S)He is the (r) ~ g,TdS-~L-- (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tp before me ttf~,,, t ~ o~/'~ day o f _ff.~~ 20_O___~_ Notary Public UNOA P. ~ Signature of TOWN OF SOUTHOLD PROPERTY RECORD CARD OWN~ S'rRE~r3 H O~ V,U. AGE D~ST.SUI:. LOT S W CODE DATE OF CONSTRUCTION IAND IMP. TOTAk DAT~ ~llable FRONTAGE ON WA~ W~lond F~ONTAGE ~ DEPTH H~ Plot BUSHED To~l M. Bldg. 35w Zb --~E/12.~7 ¢,~'o ~0{7~ Foundation P4 Bath Extension /Z~ ~z ~o. ~ ~50 Sa~ment ~ll Floors Extension ?~ 2; /~ ~ ~0 ~. oo [~o Ext' Walls ~0~ Interior Finish Extension Fire Place ~ Heat Porch ~ 3o ~ ~3 .~o /~ Pool A~ic ,~e~.. I~.V= ~ -- .-,- .~ ~/ Patio RoomslmFIoor Breezeway /~-~ ~ ?Z / '~' Driv~ay Rooms 2~ Floor gara~ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Ye~s N._~o 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Ran-Off into and/or in the direction of a Town fight-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the thstallation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PermR! EXEMPTION: Ye~s No Does this project meet the minimum standards for classification as an Agdcultural Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl -- -- STATE OF NEW YORK, ~ -- That I ........... ...~...~...~]:~.~...(.~....~..(~Q. ............. being dub' sworn, de'poses and says that he/she is the applicant for Permit, (Narae of individual signing Document) And that be/s,he is the ................................................. ~ .......................................................................................... (Owner, Contractor, Agent, Coq3orate Officer, etc.) Owner and/or representative of fl~e Owner of Owner's, and is duly authorized to perform or have i)efformed the said work and to make and file this application; that all statements contained in this application are Uae to the best of ltis la~owledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ...~da JOSEPH SCHMITT January 16, 2007 Harold Newman, CEO UniRac, Inc. 1411 Broadway Blvd NE Albuquerque, NM 87102 Consulting Engineers i.,/,/..~/ ~Jg, seph SGhll~trConsulting Engineers DATE: 7 r . ,~¢f~,_y ?'/2 7~ 12WylieWay A' //~ Stony Br~k, NY ~('E: i~/~ ~ ~¢~;P~ Phone 631-68~7270 ~'~TIFY BUILDING ~ ,,T Fax: 631-751-7047 ~'.:;1~02 8AM TC - :_./¢,NG INSPF(" ' , DA ~ON - ;' r .,, POUREB C 2. ROUGH - FRAM% : 3. 1~4SULATION 4. FINAL - CONSTf~:- BE COMPLETE FO;:;., ALL CONSTRUCTIOn; SP. ,,ECT THE REQUIREMENTS OFT~':; ' ~ OFNEW YORK STATE. NOT R~,;', ~<~:~E FOR Engineering Certification for O~l~kqtt42~3oq~lfii'/~fiqirt21~iCe~PeS¢ Module Mounting System Dear Mr. Newman: I have reviewed the UNIRAC "Code-Compliant Planning and Assembly" installation manual #214. Our review was based on: II. III. IV. The ASCET-98 Code for wind and snow loads using 45psf ground snow loads. "Manual of Steel Construction: Load Resistance Factor Design," 3rd Ed, American Institute of Steel Construction, Chicago, IL, 2001. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000. Mechanical Properties of UN1RAC extruded rails and related components based on data obtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. In our opinion, UN1RAC SunFrame products, when installed in accordance with the "SunFrame" Code-Compliant "Planning and Assembly" installation manual #808, copyright June 2006, meet the requirements of the Building Code of New York State. SincCe~/ / /7" - -C R Jo Soh~nitt P.E. ICATE o 0ccu c ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 60DES OF NEW YORK STATE. UNDERWRITERS CERTIFICATE REQUIRED THE STANDARD IN PV MOUNTING STRUCTURESTM Planning and Assembly for Threaded Slot Rail Installation Manual 808.1 Contents Scope and installer responsibility ................ 2 SunFrame components ...................... 3 installer supplied materials .................... 3 Planning your SunFrame installation .............. 4 Installing the array ........................ 9 Using Stnndoffs with L-foot adjusting sliders ........ 11 Footing and splicing requirements ............... 11 Material planning for rafts and cap strips .......... 13 Frequently asked questions about standoffs and roof variations .............. 16 © 2006 by UniRac, Inc, All rights reserved, uniRac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. ~N~l~lllli~j® Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail Scope and installer responsibility Please review this manual thoroughly before installing SunFrame Systems using threaded slot rails. The installer is solely responsible for · Complying with all applicable local or national building codes, including any that may super- cede this manual; · Ensuring that UniRac and other products are appropriate for the particular installations and are designed for the installation environment; · Ensuring that the roof, its rafters, connections, and other structural support members can sup- port the array under live load conditions; · Ensuring that lag screws have adequate pull- out strength and shear capacities; · Maintaining the waterproof integrity of the roof, including selection of appropriate flash- ing; and · Ensuring safe installation of all electrical as- pects of the PV array. Figure 1.$unl~rame threaded slot rail, cross section, actual si~e. Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail e · · SunFrame® components 1. Rail-- Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16-foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. 2. Cap strip--Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modulas. Shipped in 8- or 16-foot lenghs. Predrflled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. 3. Cap strip screw (1/4-20, Type F thread cutting)--Use to secure each cap strip (and PV modules) to raft, 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, dear or dark to match cap strip. 4. Rail splice--Joins rail sections into single length of rail. It can form either a rigid or thermal expansion jdint. 8 inches long, predrified. 6105-T5 aluminum extrusion, an- odized (dear or dark bronze) to match PV module frame. 5. Self. drilling screw (No. 10 x ¥4")--Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. 6. End caps --Use one to neatly dose each rail end. UV resistant black plastic. Z Truss-head sheet metal screw (No. 8 x Ys")--Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. 8. L-foot--Use to secure rails either through roofing mate- rlal 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. 9. L-foot bolt ( Ys" x 11/4")--Use one per L-foot to secure rail to L-foot. 304 stainless steel. 10. Flange nut (3/s")--Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. 11. 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 rafts and better snugging of PV mod- ules between rails. Includes 3/s" x 11/d' bolt with flange nut for attaching L-foot or standoff shaft, and two s/m,, x 21/2" lag bolts with flat washers for securing sliders to rafters. 12. Flattop standoff (optional)--Use ffL-foot cannot be secured directly to rafter (with tile or shake roofs, for example). Sized to minimize roof to raft spacing. Use one per L-foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3/s" x 3/4" bolt with lock washer for attaching L-foot, and two s/~6" x 31/2" lag bolts. One-piece: Service Condition 4 (very severe) zinc-plated welded steel. Includes Ys" x 11/4" holt with lock washer for attach- lng L-foot. Flashings: Use one per standoff. UniRac offers appropriate flashings for both standoff types. Stainless steel hardware can seize up, a process called A galling. To significantly reduc~ its likelihood~ (1) apply lubricant W 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. Installer supplied materials Lag screw for L-foot --Attaches L-foot or standoff to rafter. Determine length and diameter based on pull-out values hi 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 adjusffng 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). 3 ~N~I~J~A~® Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail Planning your SunFrame® installations When installing SunFrame threaded rail installations, note the following: · This bulletin addresses only wind loads. Wind gener- ally produces the maximum load factor affecting an installation. However, verify that other local condi- tlons, such as snow loads and earthquake effects, do not exceed the wind loads. If any loading type does exceed wind loads, give precedence to that factor and consult a local professional engineer or your local building authority. · The roof on which the SunFrame will be installed must be capable of withstanding the design dead load and design live load per footing, listed in Table 2 on pages 7-8. 1. Determine basic wind speed at your installation site. For the United States, The Uniform Building Code (1997) sup- plies wind speeds in its chart, "Minimum Basic Wind Speeds in Miles per Hour," reproduced on page 5 on this manual. The International Building Code (2003) includes a similar chart, also reproduced on page 5. If you need clarifications or further assistance or if your instal- lation is outside the United States, consult a local professional engineer or your local building authority. 2. Determine exposure category of your installation site. The Uniform Building Code* defines wind exposure categories as follows: Exposupm E has terrain with buildings, forests or surface irregularities, covering at least 20 percent of the ground level area extending I mile (1.61 kin) or more from the site. ~xPosu~t~ n has terrain that is flat and generally open extending 1/2 mile (0.81 kin) or more from the site in any quadrant. sxpost~.~ i) represents the most severe exposure in areas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 kin) in width relative to any quadrant of the build- ing site. Exposure D extends inland from the shoreline ¼ mile (0.40 kin) or 10 times the building height, which- ever is greater. The International Building Codep defines wind exposure cat- egories as follows: ExvosuP,~ n. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstruc- tions having the size of single-family dweilings or larger. Exposure B shall be assumed unless the site meets the definition of another type of exposure. ~x~osua~ c. Open terrain with scattered obstructions, including surface undulatinns or other irregularities, having heights generally less than 30 feet ( 9144 mm) extending more than 1,500 feet (457.2 m) from the imilding site in any quadrant. This exposure shall also apply to any building located within Exposure B-type terrain where the building is directly adjacent to open areas of Exposure C-type terrain in any quadrant for a distance of more than 600 feet (182.9 m). This category includes flat open country, grasslands and shorelines in hurricane-prone regions. Expos~Jm~ D. Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurri- cane-prone regions) for a distance of at least I mile (1.61 kin). Shoreline in Exposure D include inland waterways, the Great Lakes and costal areas of California, Oregon, Washington and Alaska. This exposure shall apply only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1,500 feet (460 m) or 10 times the height of the building or sta'ucture, whichever is greater. Uniform Building Code 199~, VoL 2, Strucmral Engineering Design Provisions, chap. 16, div. III, Wind Design, p. 7. The 2001 California Building Code uses the same definitions. International Building Code 2003, chap. 16, "Structural De- sign,' p. 290. Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail lOO Figure 3. Minimum Basic Wind Speeds. Reproduced from Uniform Building Code 199~, VoL 2, Structural Engineering Design Provisions, chap. 16, Div. III, Wind Design, Fig. 16.1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The 2001 California Building code refers to the same map. 90(40) '110~49) 130(58) Figure 4. Basic Wind Speeds. Adapted from International Building Code 2003, chap. 16, "$tructural Design,' p. 284-85, flg. 1609, and also applicable to ASCE 7-05. Values are nomi- nal design 3-second gust wind speeds at 33feet above ground for F, xposure Category C. ~oo(4~ 110(49) 120(54) Miles per hour (meters per second) 13o(58) 14o(63) U~l~l~® Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail 3. Determine the design wind pressure required for your installation. Design wind pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the design wind pressure required for your installation, apply the following factors using Table 1: · your basic wind speed (determined in step 1), · your exposure category (determined in step 2), and · the height of your roof above the ground. If your values fall outside the range of the table, or ffyour design wind pressure exceeds S0 psf, consult UniRac, a profes- sional engineer, or your local building authority. A Modulemanufacturersprovidewindpressureratingfor ~ their modules. Confirm that they meet or exceed the wind speed rating for your installation. If in doubt, contact the module manufacturer, Figure $. Foot spacing and overhang defined. Table I. Design wind pressure (psf) by wind speed and exposure category Basic wind speed (mph) 70 80 90 I00 I I0 120 130 Catesory B 15' roof height 10 13 17 21 25 30 35 20' roof height I [ 14 18 22 27 32 38 25' roof height 12 15 ~9 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C I 5' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:These design wind pressure (P) values are based on the formula P = Ce * Cq * qs * iw (UI~C 1997, Vol. 2, Structural Engineering Design ProH- sions, Chapter 16, D/~ tiI, Wind Design, p. 7). Assumptions: Iw = I and Cq = 1.3. 4. Determine minimum design dead and live loads for standard rafter spacing. Footing spacing refers to the space between L-feet (or stand- offs, ffnsed) along the same SunFrame raft (Fig. 5). Footing spacing may not exceed 48 inches. For the rafter spacing at your instaIlation, consult Table 2 to determine your minimum design llve loads and design dead loads per footing. Locate the manufacturer and model of the PV module that you plan to install and the rafter spacing at your installation site. Read or interpolate live loads for the design wind pressure you determined in Step 3. For assistance on this point, consult a local professional engineer. Verify that roof framing members have adequate capacity to support these design loads. If they do not, try a chiser footing spacing. If the result is still not accept- able, relocate the array to a stronger area of the roof or strengthen the inadequate framin~ elements. 5. Verify acceptable ra/I end overhang. Raft overhang (Fig. 5) must not exceed 50 percent of footing spacing. For example, if footing spacing is 48 inches, the rail overhang cannot be more than 24 inches. In this case, two footings can support a raft as long as 96 inches (48 inches between the footings and 24 inches of overhang at each end). Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail Table 2. SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads (capacity per footing) must be at or above the loads listed here. The installer is solely responsible for verifying that the roof can withstand these design point loads. For specifications based on design wind pressure values greater Minimum Minimum design live load as a function of design design wind pressure dead load 20 psf 30 psf 40 psf 50 psf BP Solar BP312S Rafter/footing spacin~ 24" 29 276 375 32' 39 392 524 48" S9 661 NA BP Solar B P3150, -3160; -417S; BPSX 160, - 170 Rafter/footing spacin~ 24' 31 289 394 32" 41 410 549 48~ 61 687 NA Eversreen EC 102, ECI I 0, ECI I S Rafter/footing spacing: 24" 30 288 392 32" 41 408 546 48" 61 684 NA GE Enersy (3EPVIOOM,-110M Rafter/footing spacin~ 24" 30 272 369 32~ 40 387 516 48' 59 653 NA than 50 pounds per square foot, contact UniRac. In general, the minimum design live load equals the footing spacing (in feet) times the rail spacing (in feet) times the design wind presure from Table I. Minimum design live load Minimum as a function of design design wind p~ssure dead load 20psf 30 psf 40 psf 50 psf Mitsubishi MFI IOEC3, MFI2OEC3 474 573 Rafter/footing spacing: 24" 30 265 359 452 546 656 788 32" 40 378 502 627 752 NA NA 48" 60 639 NA NA NA Mitsubishi MF 12SA2LF, MF 130EA2LF 498 603 Rafter/footing spacing: 24" 28 239 321 403 484 689 NA 32" 37 343 452 561 670 NA NA 48' 55 586 750 NA NA Mitsubishi MF160B3, -I 6SB3, -170E1~3 496 600 Rafter/footing spacin~ 24" 31 288 391 495 599 685 NA 32~ 42 408 546 684 NA NA NA 48" 63 684 NA NA NA Photowatt PWl 6SO 466 563 Raker/footing spacing: 24~ 29 239 320 401 482 645 774 32' 39 343 451 559 667 NA NA 48" 58 586 749 NA NA G E Energy G EPV 173M S~nyo HIP- 180BA3, - 185 BA3, - 190BA3, o 196 BA3, -200BA3 Rafter/footing spacing: 24' 30 272 369 466 563 Rafter/footing spacing: 24" 27 248 335 421 508 32' 40 387 516 645 775 32" 36 355 470 586 701 48~ 60 653 NA NA NA 48' SS 605 778 NA INA Isofoton I- 100 Schott Solar ASE28S,ASE300,ASE315 Rafter/footing spacing: 24" 30 250 336 422 508 Rafter/footing spacing: 24' 58 356 480 604 728 32" 40 357 472 586 701 32" 77 499 664 NA NA 48~ 60 608 780 NA NA 48' NOT APPLICABLE Isofoton I-ISOS Sharp ND-072ERUILU (72W nonrectagular Rafter/footing spacing: 24" 30 2S0 336 422 S08 end module), and ND-N2ECU (I 42~IV) 32" 40 357 472 586 701 Rafter/footing spacing: 24" 24 224 300 377 453 48' 60 608 780 NA NA 32~ 32 322 424 526 628 Kyocera KC 130GT 48' 47 556 709 NA NA Rafter/footin g s pacing'. 24" 31 266 360 453 547 Sharp ND-L3EJEA (123'A'), ND.LSE I U (I 2g~/) 32' 41 379 504 629 753 Rafter/footing spacing: 24~ 34 279 378 476 575 48" 62 641 NA NA NA 32~ 45 397 528 659 790 Kyocera KC 170(3T 48" 68 667 NA NA NA Rafter/footing spacing: 24" 28 245 330 415 499 Sharp ND- 162U I, ND- 167U3A 32' 38 3SI 464 577 690 Rafter/footing spacing: 24" 29 250 336 423 509 48" 56 599 768 NA NA 32' 38 357 472 588 703 Kyocera KC20OGT 48" 57 608 781 NA NA Rafter/footing spacing: 24~ 31 266 360 4S3 547 Sharp NE- 170U I 32~ 41 379 504 628 753 Rafter/footing spacing: 24" 33 289 392 495 599 48' 62 641 NA NA NA 32' 44 409 547 685 NA 48" 66 686 NA NA NA Sharp ND-200U I, ND-208U I Raker/footing spacin~ 24" 33 298 406 513 32' 45 421 565 709 NA 48" 67 704 NA NA NA Shell 16SR-PC, 175P,.PC Rafter/footing spacing: 24" 35 32' 47 48' 70 297 404 510 617 420 562 704 NA 703 NA NA NA Continued on page 8 UM[~II~® Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail Table 2 (continued from p. 7). SunFrame Loads (pounds per footing) at Standard Raker Spacings Your design point loads (capacity per footing) must be at or above the loads listed here. The installer is solely responsible for verifying that the roof can withstand these design point loads. For specifications based on design wind pressure values greater Minimum Minimum design live load as a f.un~on of' design design wind pressure dead load 20psf 30psf 40psf 50psf than 50 pounds per square foot, contact UniRac. In general, the minimum design live load equals the footing spacing (in feet) times the rail spacing (in feet) times the design wind presure from Table I. Minimum design live load Minimum as o fun~Jon of* design design wind pressure dead load 20 psf 30 psf. 40 psf. $0 psf SunPower SPR200, SPR210 Rafterffoeting spacing: 24" 32 286 388 490 32' 43 405 S42 678 48" 64 680 NA NA SunWlze SW I I S, SW 120 Rafter/footing spacing: 24' 30 269 363 458 32" 40 382 509 635 48' 61 646 NA NA SunWize SW I $$ L, SW 16S L R~fter/footing spacing: 24" 30 301 412 523 32" 40 425 573 721 48' 60 710 NA NA UniSolar ES62T 593 Raker/footing spacing: 24" 15 228 310 393 475 NA 32' 20 328 438 548 658 NA 48' 30 564 729 NA NA UniSolar US64 553 Rafter/footing spacing: 24' 23 250 340 429 519 762 32' 30 358 477 597 716 NA 48' 45 609 788 NA NA YingliYL80,YLSS 634 Rafter/footing spacing: 24" 26 227 304 381 458 NA 32" 35 327 430 S32 635 NA 48" 52 563 717 NA NA NA = not applicable. Never allow total load (live load plus dead load) to exceed 800 pounds per footing: 6. Ensure that live loads do not exceed pull-out limits. Based on the characteristics of your roof truss lumber and the lag screws, consult Table 3 to determine the lag puU-out value per 1-inch thread depth. Gompare that value to the minimum design live load per footing determined in step 4. Based on these values, determine the length of the lag-screw thread depth you require to resist the design live load. The lag ptfll- out value per footing must be greater than the footing design live load. If your SunFrame rails require splices, see also "Footing and splicing requirements" (p. 11), before beginning your installa- tion. If your SunFrame requi~es standoffs, always use at least two lag screws to secure each standoff to the structural member. Bolt the L-foot to the standoff throu§h the slot nearest the bend in the L-foot. Table 3. Lag screw design pull-out values (pounds per embedded I" thread depth) in typical roof truss lumber Specific Lag screw 0.50 266 304 0.46 235 269 0.46 235 269 0.43 212 243 0.46 235 269 0.55 307 352 0.42 205 235 Douglas Fir--Larch Douglas Fir--South Engelrnann Spruce, Lodgepole Pine (MSR 1650 f & hi~er) Hem--Fir Hem--Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 304 Sources: Uniform Building Code 1997, American Wood Council. Notes: (I) Thread must be embedded in a rafter or other structural roof member (2) Pull-out values inco~orate a 1.6 safety factor recommended by t~e American Wood Council. (3) See Uniform Building Code for required edge distances. Installation Manual 808.1 SunFrame® Planning and Assembly for Threaded Slot Rail Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installingfoofingsandrfflls, beginningwiththelowestrowandmovinguptheroof. C. Placingmodulesandcapstrips, begimfmgwiththehighestrowandmovingdovmtheroof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be klgged into structural members. Never attach them to the decking Aalone, which lea~es both the array and roofsnsceptible to severe damage. For array widths or lengths greater than 32feet, 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 w/dth x 4 modules per row) Array length = 180 ' (60' module iength x 3 rows) + 3 ' (11/2, end rail width x 2 rails) + 11/2 ' (%' between-module rail width x 2 rails) = 184~A' 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.) Rafts 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 rafts 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. length 1~¢ 1V2' at each end of array Roof peak space beNveen module rows , I Module length (see %# caption) Module width ills Array width {module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sar/ly meosured from the edges of the frame. Some frames have lips. Others are assembled with pan-head screws. All such features must be included in module length. THE NEW VALUE FKONTIEK MODEL KC130GT KC130GT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE USTED HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC130GT is ideal for grid tie system applications. · Residential roof top systems · Large commercial grid tie systems · Water Pumping systems · High Voltage stand alone systems QUALIFICATIONS · MODULE UL1703 certified · FACTORY ISO9001 and ISO14001 PERFORMANCE WARRANTY I year limited warranty on material and workmanship 25 year* limited warranty on power output SPECIFICATIONS · Electrical Specifications MODEL KC130GT Maximum Power 130Watts Tolerance +10% / -5% 17.6Volts Maximum Power Voltage Maximum Power Current Open Circuit Voltage 7.3gAmps 21 .gVolts Short-Cimuit Current 8.02Amps Length 1425mm (56,1in.) Width Depth Wet~ht · Thermal parameters 652mm (25.7in.) 36mm (1.4in.) 12.2k~1 {26.81bs.~ Nominal Operating CelITemperature 47~C Isc Current temperature coefficient (3,18 X 10'3) A/~C VOC Voltage temperature coefficient (-8.21 X 10-2) V/cc Note: The electrical specifications are under test conditions of Irrsdlance of lkw/me, Spectrum of 1.5 air mass and cell temperature of 25'C Kyocera reserves the right to modify these specifications without notice. · Physical Specifications (Unit: mm) *~(Long term output warranty shall suarantee that loss of output is not more than 10% of the minimum warranty va ue of the product specifications within ]2 years and Is not more than 20% within 2§ years after the purchase of the product by customer The output values shall be those measured under Kyocera standard measurement conditions. Reg~arding the warranty conditions in detail, please refer to Warranty issued by Kyocera.) ELECTRICAL CHARACTERISTICS MODEL KC130GT Current-Voltage characteristics of Photovoltaic Module KC130GT at various ceil temperatures IRRADIANCE: AM1,5, lkW/m~ 10 20 30 Voltage(V) Current-Voltage characteristics of Photovoltaio Module KC130GT at various irradiance levels CELL TEMP. 25°C lO00W/m2 800W/m~ ~'~ 600W/m2 kX~ 400W/m~ ~ 200W/m~ 10 20 30 Voltage(V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. ®Thermal cycling test · Mechanical, wind and twist loading test · Thermal shock test · Salt mist test ®Thermal/Freezing and high humidity cycling test · Light and water-exposure test · Electrical isolation test · Field exposure test · Hail impact test Please contact our office to obtain details without hesitation, K JOEERa KYOCERA Corporation · KYOCERA Corporation Headquarters CORPORATE SOLAR ENERGY DIVISION Fushiml-ku, Kyoto · KYOCERA Solar, Inc. · KYOCERA Solar do Brasil Ltda. · KYOCERA Solar Pty Ltd. · KYOCERA Fineceramics GmbH TEL:(49)711-9393417 FAX:(49)711-9595450 · KYOCERA Asia Pacific Pta. Ltd. 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 TEL:(65)6271-0500 FAX:(85)8271-0000 · KYOCERA Asia Pacific Ltd. Room 803, Tower 1 South Sees Centre, 75 Mody Road, Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2-7237183 FAX:(852)2-7244501 · KYOCERA Asia Pacific Ltd. Taipei Office 10 FI., NO.66, Nanking West Road, Talf~el, Talwan TEL:(886)2-2555-3809 FAX:(886)2-2559-4131 · KYOCERA(Tianjin) Sales & Trading Corporation Add:19F, Tower C HeOiao Buitding 8A GuangHua Rd, Chao Yang District, Beljing f00026, China TEL:(88)~O-6583-2270 FAX:(86)lO-6583-2250 The contents of this catalog are subject to change without prtor noticefor furlherimprovement. LIE/107K0601SSSAGK (Recycled Paper) PV MODULE FRAMING AND MOUNTING SYSTEM FOR PITCHED ROOFS PV MODULE FRAMING AND MOUNTING SYSTEM FOR PITCHED HOOFS Module Compatibility Use Sunl~ame with tN modules from these major manufacturers: BP Solar, GE Enev~, Isofoton, Kyocera, Mitsubishi, Photowatt, RWE Schott, Sanyo, Sharp. Call UniRac or your PV dealer for manufacturers not listed. Code Compliance SunPrame is designed to comply with the Uniform and California building codes when installed according to SunFrame installation instructions. Call UniRac concerning status of International Building Code compliance. Components O Inter-Module Rails support modules as little as 2.125 inches above the roof. 0 Full Length Cap Strips secure modules and finish the array topside forming a gap-free frame. Self- tapping screws at 16-inch intervals provide the holding power. 0 Push-Fit End Caps neatly finish the rail ends. 0 L-Feet attach directly to asphalt shingle roofs and support the rails one-half to three-quarters of an inch above the mol surface to provide convective ventilation. 0 Splices safely extend rafts. 0 Aluminum or Steel Standoffs (optional) in a range of heights sup- port L-feet above tile or shake roofs. UniRac offers appropriate flashings. Clear or dark finishes on all visible above-roof components, from L-feet to screw heads, match the frames of your PV modules. Component Spedfications Rails, cap strips, two-piece standoffs, splices, and L-feet: 6105-T5 aluminum extrusion. End caps: UV resistant plas6c. One-piece standoffs: Service Condition 4 (reD' severe) zinc-plated welded steel. Fasteners: 304 staluless steel. www. unirac.com See our Suriname page for complete information: pricing, installation ins~'uctians appropriate to your build- ing code, and minimum requirements for the number and type of modules you plan to mount. UniRae~ Inc. info@unirac.com 3201 University Boulevard SE, Suite 110 505.242.6411 Albuquerque NM 87106-5635 USA 505.242.6412 Fax Pub 050206.1ds * February 2005 © 2005 UniRac, Inc. All rights reserved. Typical Roof Attachment Plan [ Rafters (16" o.c.) · = L-Feet Rafters Shef.~in~ -- 2-Feet 3.~"Lag Bolt l~nc~at/on Note Bolt Pattern on mounting feet is staggered to di~qde the load more evenb' over the roofs surface. This is a standard, engineered system manufactured by UniRack. The product is called "SunFrame" Specifications attached Not to Scale GO SOLAR, Inc~ ~31-727-2224 SURVEY OF LOT 9 MAP OF HONEYSUCKLE HILLS MATTITUCK TOWN OF $OUTHOLD r/ Joseph A. Ingegno Land Surveyor