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HomeMy WebLinkAbout39037-Z fi Town of Southold Annex 9/8/2014 P.O.Box 1179 �r 54375 Main Road �F Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37135 Date: 9/8/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4080 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 Sec/Block/Lot: 128.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/10/2014 pursuant to which Building Permit No. 39037 dated 7/21/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels as applied for. The certificate is issued to Crosson, Joan&Crosson, Helen Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39037 8/14/2014 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39037 Date: 7/21/2014 Permission is hereby granted to: Crosson, Joan & Crosson, Helen Mary 4080 Great Peconic Bay Blvd Laurel, NY 11948 To: Installation of roof-mounted solar panels as applied for. At premises located at: 4080 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-4-25 Pursuant to application dated 7/10/2014 and approved by the Building Inspector. To expire on 1/20/2016. Fees: SOLAR PANELS $50.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 Total: $100.00 uilding Inspector SEP/10/2014/WED 09: 59 AM FAX No, P• 001/001 Form Nu_G TOWN OF SOUTHOiLD BUILDING DEPARTMENT TOWN HALL 765-X 8a2 APPLICATION TOI2 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. I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natureI or topographic features. 2, Final Approval from 1•1e21-th 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 I%lead. 5- Commercial building,industrial building,multiple residences and similar buildings and inata11at1ons,a certificate of Code Comptia»ce from architect or engineera'esponsible for the buildin6. 6. Submit Planning Board Approval of completed site plan requirements. lt. For existing buildings(roper to April 9, 196 Accurate survey 7)"n-co"forn"S uses,or buildings and"pre-existing"land uses; I. Property showing alI properly lines,streets. features, building and unusual natural or topogcaphlc 2. A properly completed application and consent to inspect signed by the applicant.If a CeMfloatc of Occupancy is dcoled,the Building Inspector shall state the reasons therefor in writing to the applicant. C. pees I. Ce�fieate of 3ccupwaoy-New dwelling$50.00.Additions to dwelling 550.00,Alterations to dwelling$50.00, Sw' Mins pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,13usinesseg$50.00, 2. Certificate of occupancy or,Pr+:-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.Z5 4. Updated Certificate of Occupancy_ $50.00 5- Temporary Certificate of Occupancy-Residential$15.00.Commercial Sl5,00 Date. New Construction: _ Old or Pre-existing Building: s (check ane) Location of Property, %<zaQ 24CoN�t House No. 5trc 't --� Hamlet Owner or Owners of Property; Q s S �„ Suffolk County fax Map No 1000,SecTionBlock_ �Lot "?.$, Subdivision - ^---��. Filed Map. Lot; Permit No. :�IqO317 pate 6fPerm it. �­"—`'—`-" _Applicant: tit Y Fleatth 4�ept,Approval: _Underwriters Approval:_ Planning Board Approval:-���� — Request for; Temporary Certificate — Fina]Certificate: (check one) Fee Submitted:S -- A cant Signature SO�lyol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.o. Box 1179 � Q roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 �Vum 115, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin O'Rourke Address: 4080 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 39037 Section: 128 Block: 4 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunation Solar Systems License No: 33412-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 9810 Watt roof mounted PHOTO VOLTAIC SYSTEM to include---- 30 Sun Power e20-327 modules, 1-Solaredge SE10000A inverter Notes: Inspector Signature: Date: Aug 14 2014 81-Cert Electrical Compliance Form.xls i pf SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. j 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR C�a,55M Fisher Engineering Services, P.C. PO Box 30 . Oakdale • New York 11769 Phone: (631) 563-9028 September 4, 2014 D U � Building Department SEP - 8 2014 p BLDG. DEPT, Subject: Engineer Statement for Solar Roof Installation TON N Pr S011TH01 D O'Rourke Residence- 4080 Peconic Bay Blvd. Laurel,NY. 11948 Permit No. 39037 I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting, the rails are securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State- "Solar Systems" and loading requirements of roof-mounted collectors and the minimum requirements for buildings and structures of ASCE 7-05. This system has been generally observed to be installed properly at the above referenced residence. The installation is in accordance with the minimum requirements certified by this letter. I hope that this letter serves and meets with the approval of the Building Department. Sincerely, • William G. Fisher, P.E. Licensed Professional Engineer Architectural Design•Residential•Light Commercial Additions•Extensions•Conversions Construction Estimates/Oversight•Expediting•Inspections FIELD INSPE 4N M- ?0 rT DATE coma ENTS O Fa (QST) C FOUNDA7`ION(2ND) � o rA TOUGH FRAAMC& H PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE y FINAL , SO • m e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 �o�� ,� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Yes Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20Storm-Water Assessment Form Contact: D Approved '20 Mail to:SUNation Solar Systems, Inc. Disapproved a/c 2014 1217 Montuak Hwy.,Oakdale,NY 11769 Phone:631-750-9454 Expiration Ot 1201 BLDG. DEPT, TOWN OF SOUTI'�;n Building Inspector APPLICATION FOR BUILDING PERMIT Date July 8, , 2014 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature�ofa�or name,if a corporation) SUNation Solar,1217 Montauk Hwy,Oakdale,NY 11769 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder General Contractor Name of owner of premises Kevin O'Rourke, 4080 Peconic Bay Blvd., Laurel, NY 11948 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Scott Maskin, President SUNation Solar Systems (Name and title of corporate officer) Builders License No. 44104-H Plumbers License No. N/A Electricians License No.33412-ME Other Trade's License No.N/A 1. Location of land on which proposed work will be done: 4080 Peconic Bay Blvd Laurel House Number Street Hamlet County Tax Map No. 1000 Section 1sN' rz;�" 4K"Tow ,,,,, Lot �r�� �> Subdivision vr++u� No. Lot t0 M�I Erostcsl+tc t311M1x3 M0122N�nM+:�•) 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—W] Repair Removal Demolition Other Work Solar Panels flat on roof (Description) 4. Estimated Cost$44,149 Fee (To be paid on filing this.application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOI✓ 13. Will lot be re-graded? YES NO]Z[Will excess fill be removed from premises?YES NO ❑✓ 14.Names of Owner of premises Kevin O'Rourke Address 4080 Peconic Bay Blvd Phone No. 631-740-6710 Name of Architect William G. Fisher Address PO BOX 30,Oakdale 1176`-Phone No 631-786-4419 Name of Contractor SUNation Solar Systems, Inc Address 1217 Montauk Hwy,Oakdphone No. 631-7509454 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 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 ❑✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Scott Maskin, SUNation Solar being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn toPefore me this Tk day of 1-k 20 N Notary PublicNcRrE sc Signature pplicant JUL/24/2014/THU 11 : 10 AM FAX No, P, 001 SC1.Ott A. Russell Sl<TpE]EtVI'SO)E2 � MANAGEMENT ENT SOUTHOT.D TOWN HA1LL-P.0-]low 11119 0 ^� Town of Southold SMOS Main Road-SOV1110W,NEW YORK 119Th CIUPTER 236 - STORM'WA'TER MANA.G'EMENT-WOM SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES :-r*W FROM= INVOLVE may'...OF THE .�oLlc,�o�nrtrlG:.�. .. . . gilextt ALL THAT APPLY) Y'rs No grubbing, grading or stripping of land which affects more ❑ A. Clearing, , g'i'g i than 5,000 square feet of ground surface. #]dB. Excavation or filling involving more than 200 cubic yards of material Within any parcel or any contiguous area. i dC. Site preparation on slopes which exceed. 10 feet vertical rise toE11i. 100 feet of horizontal distance. ' j �,_,/D, Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area- E]d'.E. Site preparation within the .one-hundred--year floodplain as depicted ID don FIRM Map of any watercourse• F. Installation of new'or resurfaced impervious surfaces of 1,000 square feet or more, unless prior appr'o'val of a Stormwater Management I control Plan was received by the Town and the proposal includes in-kind replacement of Impervious 'surfaces. e.quostitms above, STOP! Complete'tbe Agplicailt sectlan belori with your Name, If you answered NO tb signature, Contact information, Date & County Tax gap Number! Chaptolr 236 does not apply to your project. If You answered W, to one or more of the above, please submit Two topics of a Swrmwater Management control Plan and g completed Cbeck Ust Form to the Building M%WtMent VHS_YQur BU ME19 penwt Application. &C.T'.M. *. 1000 Dass APP WrOW1y OwAer.0902nproreaiiornt,AY• Cordr9ctOr IhCrl 6Vict r /Is A NAME: CJ O r �' "-U, section �" Lot (? ' '"i1 F01313UII.DING DEPARTMENT L=SE ONLY Caitxt IA(OrnW1aY � — •q Sq Reviewed By: Date` Pro i[ Address./Loratlon of Constroction Worlcc Approved for proatxsill>Z Building Permit- _ yjQ� �COI'J/G /1 �� _ Stormwater Management Control Plan Not Required. Siorrowater 11anagrrnent l'ontrol nirt is Required. ~' (Forward to Engineering Dcparimenv for Review.) FORM SMCP-"f GS MAY 2014 1 of S. ti �o Town Hal!Annex Telephone(631)765-1802 j: 54375 Main Road {631)76g. S P.O.Box 1179 roger.d ert _omsouUlolfl ny us Southold,NY 11971-0959 c ! BUILDING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: LYA Date: —,�— Company Name: SSS Name: ; License No.: 33 _ _ Address: p Phone No.: JOBSITE INFORMATION: . (*Indicates required( q ed rnformatron) *Name: *Address: 4()&o *Cross Street: *Phone No.: (nq Ito Permit No.: _ .3qo 3'1 Tax Map District: 1000 Section: Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' 10 Guro0F-/Novn� �U Sa v- " f 30 -Sun► we Ego-3a-T Yytvdule5 -- So Si000 o - ILS w a44 1✓2 (Please Circle All That Apply) Is job ready for inspection: YE / NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 *New Service: Re-connect Underground Number of Meters Change of Servi Overhead Additional Information: PAYMENT DUE WITH APPLICATIO 82-Request for Inspection Form C , ;k�"kICM 55 X m n. m SUNATiON SOLAR SYSTEMS Powering your world July 8, 2014 Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: 4080 Peconic Bay Blvd., Laurel, NY 11948 Dear Sirs: Enclosed please find a building permit for the installation of a Solar System on the above referenced location. If all is in order please return receipt in self- addressed stamped envelope Thank you for your consideration in advance. Very truly yours, CeL I Christine Cathcart Oakdale,1217 Montauk Highway - .• 09 094 w IV . 0 \ •abs/ �-1 .,�� \ r _ . �F 1 °• s o_ \ c •fir i �♦ Va • 1 0 N N •� 19.9I'1, I . 14°�6•,N, , � Ngo F THOMAS SURVEY FOR %Iti'NA N'A RIE DOHERTY AT LAUREL TOWN OF SOUTHOLG SUFFOLK COUNTY, N.Y. GUARANTEED TO; _ HOME TITLE DIVISION-CHIC AGO TITLE INSURANCE CO. ANNA MARIE DOHERTY. SCALE f�=40' JULY 9,(968 ,.AND SURVEYOR A. N.Y5. LIC.Na. 297229 R+VFRHFAJ,H.Y. STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured SUNATION SOLAR SYSTEMS INC 631-737-9404 1c.NYS Unemployment Insurance Employer Registration Number of Insured 1217 MONTAUK HIGHWAY 1d.Federal Employer Identification Number of Insured OAKDALE, NY 11769 or Social Security Number 753118816 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance Town of Southold Company of America 3b.Policy Number of Entity listed in box"1a": 54375 Route 25 DBL243442 Southold, NY 11971 3c.Policy effective period: 11/28/2013 to 11/27/2015 4.Policy covers: a. E✓ All of the employer's employees eligible under the New York Disability Benefits Law b. F1 Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described ab/`/o�iv/e. Date Signed 7/8/2014 ey (Wda (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"Is checked,and this form is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate Is COMPLETE.Mail It directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those Insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1 (5-06) New York State Insura nee Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone:(888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 753118816 SUNATION ROOFING SERVICES INC 1217 MONTAUK HIGHWAY OAKDALE NY 11769 POLICYHOLDER CERTIFICATE HOLDER SUNATION SOLAR SYSTEMS INC TOWN OF SOUTHOLD 1217 MONTAUK HIGHWAY 54375 ROUTE 25 OAKDALE NY 11769 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE Z 2160 670-2 256415 01/01/2014 TO 01/01/2015 7/8/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2160 670-2 UNTIL 01/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:818133761 U-26.3 1 RETAIN STORMC AT236ER FF PURSUANT TOCHAPTER OF THE TOWN CODE. APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE: 2�--r-- B.P.# q-- NEW YORK STATE & TOWN CODES FEE. BY AS REQUIRED AND GQN1)IT-lQN&-nQF NOTIFY BUILDING DEPARTMENT AT sobTHOLD fowN 2 F—> 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: WN PLANN 1. FOUNDATION - TWO REQUIRED SOI,T —DiUAINIK FEES FOR POURED CONCRETE I�\ ^ 2. ROUGH - FRAMING & PLUMBING -- 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY O[� � 1 REQUIREMENTS OF THE CODES OF NEW V YORK STATE. NOT RESPONSIBLE FOR SE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. k,"IITHOUT CERTIFICATE OF OCCUPANCY 9,810 W SYSTEM 51ZE � �� }� MODEL 5PP-327 5UNPOWER 327 WATT EA., G 1.391 x 41.18"W x 1.8 1"D, 17.56 FT2 M 41.O#/MODULE(2.3#/5F) HOUSE: SOLAR MODULE ARRAY- 30 MODULES TOTAL 30 MODULE ARRAY: XX[XXX[X X X (2 STRINGS OF 15 MODULES) > INV(EXT.) �,�i w 6� ACD Exterior PVC Conduit U X99a Z CID Cz UM ><1>AX1X1 SOLAR (-) 0 DISCONNEW z >- 02 Q Z q LU M5P(B) INVERTER(1) SUB(B) 5E I OOOOA-US O LU FULL HOUSE ROOF PLAN INV CO CZ SCALE:NTS Q g LEGEND Grounding Q IInverter Location Electrode 0 MSP Main Service Panel ® 5P Sub-panel 0 UM Utility Meter ® ACD A/C Disconnect AC DISCONNECT Q B Basement Location d' FASTENER REQUIREMENTS: U EXIST.POWER PANEL V � TOTAL ARRAY AREA= 528 SF NOTES WIND LOAD:ASCE 7(SEE CALCULATIONS THIS SHEET)41.5 PSF TOTAL UPLIFT= 4 1.5 PSP x 528 SF= 2 1,9 12 L55 I. An 18"wide clearing(free of solar equipment) 3. Installation of solar equipment shall be MOUNTING BRACKETS AND HARDWARE MEET OR Q l9 shall be provided along at least one side of the flush-mounted, parallel to and no more than EXCEED NYS CODE REQUIREMENTS FOR THE �/ U FASTENER: roof ridge on the same side as the solar 6-Inches above the surface of the roof. 18. DESIGN CRITERIA FOR THE TOWN. FW-- 0 SOLARMOUNT LAG SCREW SPEC 203.2,8/04:(FLAT WASHERS REQ TO BE equipment or on another side of the ridge that 4. Weight of the Installed system shall /jj THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF ~ Z W Oz - USED WITH LAG BOLTS) does not have solar equipment on it. In addition, not exceed more than 5-psf for hWILL MEET OR EXCEED NYS RESIDENTIAL CODE ] O N OL LAG BOLT WITHDRAWAL VALUE;5/1 G"DIA., 2GG LB/IN X 2-IN THREAD DEPTH= an 18"wide pathway(free of solar equipment) photovoltaics and no more than 201 O RCNYS REQUIREMENTS. M EXIST.METER (f� U OL 532 LB. CAP. EACH shall be provided from at least one eave or gutter G-psf for residential solar hot water 0 U Z OO MIN. NUMBER OF LAG BOLTS REQ. = 21,912 LBS/532 LBSM6 BOLT= 42 connecting to that 18"roof ridge clearing. systems. PHOTOVOLTAIC MODULE CC w TOTAL RAIL FEET,= 154 RAIL FT/42 BOLTS = 3'-8" 2. Roof shall have no more than a single layer of Ridge SYSTEM ONE LINE DIAGRAM (TYF) L Q W iu z MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X": USE 3'-8"MAX. roof covering in addition to the solar equipment. Rz'I SCALE: NTS O J Z w Rafter 0 Q IC THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM pE51GN STANDARDS FOR TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED DOCUMENT FOR MINIMUM �/ > W ,< Roof Span ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR Q BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 E RCNYS 2010. P RE5IDENTIAL CODE OF THE STATE OF NEW YORK, TH15 REVIEW DOES NOT GUARANTEE COMPLIANCE O ly 1= O MOUNTING FOOT W/ RAIL CTYP.) I WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE u F" ILL � U _ Wind Load Calculation: BUM RUBBER MEMBRANE MOUNTING FEET POSITIONED STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS +" � fn A5CE 7-05:Partial) Enclosed Bmldin Design(Assume Worst Gase) BETWEEN FOOT E OVER ROOF RAFTER MEMBERS ROOF SECTION(Typ) BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE LICENSEES BELIEF AND Y g PER MFGS REQUIREMENTS c L O Low Rise Building; h<=GOft:Mean Height;h=3Oft ROOF SHINGLE OR NO CALK SCALE: NTS NFORMATION THE WORK IN THE DOCUMENT 15: IL FLASHING 3"STANDOFF 'ACCURATE o Q- O MOUNTING FEET PER RESIDENTIAL HOTOVOLTAIC MODULE RAIL IS DESIGNED AND WARRANTED BY THE MANUFACTURER FOR *CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 1. Directionality Factor: Kd per Section 6.5.4.4, (Table G-G):Kd=0.85 LOADS UP TO 50 1-55)5Q.FT.(APPROX. 125 MPH WIND)WHEN CODE OF NEW YORK STATE ROOF SUBMISSION 2. Importance Factor: per Section G.5.5,(Table G-1)Catagory 11; 1=1.0 PENETRATIONS CHAPTER 9(TYP) L INSTALLED A5 REQUIRED BY THE MAUNUFACTURER. 'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW 3. Velocity Pressure Coefficient:Kh per Section G.5.G.4 X NOTE:THE MOUNTING FEET MUST BE ATTACHED TO THE BUILDING TO THE SAFEGUARDING OF LIFE,HEALTH.PROPERTY AND PUBLIC WELFARE Dam` 6-30-14 (Exposure Gatagory C per 6.5.6(Table 6-3);Kh=0.98 r�r:mu, RAFTERS OR FRAMING(NOT JUST THE ROOF DECKING).USE 5/16" 15 THE RESPONSIBILITY OF THE LICENSEE Scale: 3/1 6"= I'-O OR 3/8"DIAMETER LAG BOLTS AND DRILL PILOT HOLE. FINAL 4. Topographic Factor: Kzt per Section G.5.7(Long Island); Kzt=I ` "X"(MAX FOOT SPAN) TIGHTENING SHALL BE BY HAND. ALL INSTALLATION PROCEDURES STRUCTURAL STATEMENT 5. Gust Factor:G per G.5.8.1,G=0.85 MAX SPAN;rrvrEN lD SHALL BE PER MANUFACTURER5 REQUIREMENTS. THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY THE Job# 14058 G. Exposure Classification: per Section G.5.9= II 'STM FEET''w PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT 6 SHEAR. THE EXISTING RAFTER 7. Internal Pressure Coefficient:GCpi per Section G.5.1 1.1,Table G-5;GCpI=0.55 y NQS' SIZES 6 DIMENSIONS CONFORM TO RCNY5 TABLE 8802.5.1(1)-RAFTER SPANS Sheet No. 8. External Pressure Coefficient:GCpf per Section G.5.1 1.2.1, Figure G-10; PHOTOVOLTAIC MODULE SECTION Modules and panels and any mounting hardware provided shall withstand, GC =0.80 10.Design Wind Load per TOTAL ROOF DEAD LOAD 10#/5F SCALE: NTS without evidence of structural or mechanical failure, 1.5 times the design CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA-TABLE R301.2(l) Section 6.5.1 2 (ROOF)+2.5#/SF(MODULE) NOTE: load when tested as specified below. The design load Is to be 30 psf �_ 9. Velocity Pressure: ch per Section 6.5.I O: = 1 2.5#/SF TOTAL FASTENERS SHALL NEVER EXCEED 48"BETWEEN RAIL downward(positive)or upward(negative). All lazin members shall be of qh=(0.0025Q(Kh)(Kzt)(Kd)(V^2)(1) p=gh(GCpf-GCpI) RAIL INSTALLATION GUIDELINES FEET PER MANUFACTURER glazing ORouND seas ac SUBJECT TO DAMAGE BY WINTER ux iso FLOOD such strength to withstand these loads. The modules,panels and any 5NOWLOAD sI )I �cN rtosruNe DEsON ME��^r nAZARDs h=(0.0025G)(0.98)(I)(0.85)(1 20^2)(1) 11 p=30.7(+0.80+0.55) PER MANUFACTURE'S MOUNTING BRACKET MATER ALS ARE LOAD CA EGoR WEATHERING ofP N TERMITE TEMP ztouizeo gh=30.7 p=30.7(1.35) REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH RM2301.2.2 mounting hardware shall be factory tested under these loads for a period of m I AND CONSIST OF ALUMINUM L BRACKETS 30 minutes. (Downward d upward forces shall not be applied simultaneously). 20 Fsr .2o a SEVERE 3-'- MOD.To ,a., NA n,,ris HEAVY pqM_ p=41.5 psf 3.8 10 W 5Y5TEM 51ZE MODEL 5PP-327 5UNPOWER 327 WATT EA., 61.391 x 4 1.18"W x 1.81"D, 17.56 FT2 H 4 J.0#/MODULE(2.3#/5F) HOUSE: SOLAR MODULE ARRAY- 30 MODULES TOTAL (A)EAST ROOF; BOH 1050 TRUE;30°TILT;7/1 2 PITCH (30) MODULES PHOTOVOLTAIC MODULE(TYP) J 48'-11' U m — Z W c RIDGE U O O w UIR NAC-575TEM ``W// w Z (TYPICAL RAIL Y ACROSS EACH ROW —I OF ENTIRE ARRAY) X+X4�"O r� (Only Two Shown for XIXIXFX X co 0,/ Clarity) ED' O O I x t0 1CHIMNEY SHADE 35"X 2'5.5" 8'TALL V 7 U � Q W GUTTER ULJ o ROOF � O _ AREA U z 0 W Z O CU z J„ �FARTIAL HOUSE ROOF PLAN ji U Z k/ ui SCALE:3/16”= 1'-0" ujw LZ ROOF PITCH 7:1 2 J Z ki 2MAX.SPAN: 12'-5" Igo 0 N J RAFTERS ��'• 0 O z a- In '... 2x8"@ 16"O.C.(Tl'P) O uj u G Plywood Roof Decking W E O One Roof Shingle layer y 0 = = O PHOTOVOLTAIC MODULE N_ X R dge L IL m Rad o O Rafter Date: 6-30-14 12'-5' MAX Spa Scale: 3/16"= I'-O" ROOF SECTION(fyP) Job# 14088 SCALE: MS Sheet No. A-2 SUNPOWER I R F)/'\A l 20% EFFICIENCY u SunPower E20 panels are the highest E , efficiency panels on the market today, SERIES providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. MA r/'/ %! ' RELIABLE AND ROBUST DESIGN SunPower's unique Maxeon'"^cell THE WORLD'S STANDARD FOR SOLAR' technology and advanced module er"' E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability SunPow Performance. Powered by SunPower Maxeon''' cell technology, the E20 series provides panel conversion efficiencies of up to 20.1°o. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20° e ............................. ..m, .,.,,,,,,,,,,,,,,,,...,............m_........................__�._ .,.m�mm.,, ., ,__,__ ,..r,...._...m....... _ �° 10°° `HIN HL:b1 CONVENT NA. EZ I E� MAXEONTM CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented ail-back-contoct solar cell, providing the industry's highe.st efficiency and reliability C&US SUNPOWER F 2 0 Z MODEL: SPR-327NE-WHT-D .............. ELECTRICAL DATA IN CURVE _. ............... . Meomred of Standard Test Conditions(STCI:irradiance of I OOOW/m2,AM 1 5,and cell temperature 25`C ; 7 0,X Wlm-ai 50 C Peak Power(+5/-3%) Pmax 327 W 6 100owlm2 Cell Efficiency n 22.5 5 Panel Efficiency n 20.1 % a 4 sooty!- Rated Voltage VM 54PIP .7 V 3 --. .. _...� _.�.�. .,__. •__ Rated Current 1,Pip 5.98 A U 2 Open Circuit Voltage Voc 64.9 V 1t'' . _ 200 w/m2 Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 Voltage(V) Temperature Coefficients Power(P) -0.38%/K .... .._ _._ __. .... ..._ .._ Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -176.6mV/K Current(Isc) 3.5mA/K _..... - - TESTED OPERATING CONDITIONS NOCT45'C+/-2'C ..........._..... ............. ................_... ................. ...._...._..._m._._.__......._ -...... _......................... Series Fuse Rating 20A Temperature -40'F to+185'F(-40'"C to+BY C) GroundingPositive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) g g 9 w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back (e.g.wind) Solar Cells 96 SunPower Maxeon'cells _ Front Glass High-transmission tempered glass with Impact Resistance Hail: (25 mm)at 51 mph(23 m/s) anti-reflective(AR)coating Junction Box IP-65 rated with 3 bypass diodes - - - Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MCA)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 lbs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS MM (A)-MOUNTING HOLES (g)-GROUNDING HOLES (IN) 12X 06.6(.26] 2 6,IOX 04.2[.17] �,_. ZYDI. ,y 80TH ENDS t_ _0 , Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ©2011 SunPower Corporation.SUNPOWER,the SunPower Logo,and THE WORLD'S STANDARD FOR SOLAR,and MAXEON are trademarks or registered trademarks s u n p owe rc o rp.c o m of SunPower Corporation in the US and other countries as well.All Rights Reserved.Specifications included in this datosheet ore subject to change without notice. Document#001-65484 Rev'8/LTR EN 05 11 316 solar - . . • SolarEdge Single Phase Inverters For North America SE300OA-US/ SE380OA-US/ SE500OA-US / SE600OA-US 1 SE7600A-US/ SE1000OA-US/ SE11400A-US 14 r t r Hi r , r !; r i,./ / /,rte /_. i,,,,,.,,../, / �/ ;. .,ci ,� /i✓/ ,,. , „ ,,.,.,.. „<,,, /ii,..,.,,..i, // / ,,,, //,,.,. ON ,,,,,; // %a�%//////i///r r�✓oa///%//%� r�/�jar//%%U//r/ j//,:'s r- t cs M w revetwe grads dati,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us solar=ev Single Phase Inverters for North America SE300OA-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US i SE1000OA-US/SE1140OA-US _............ ................... ...... _ _ S.t.SE6...................._.... _..................... SE3000A-US SE380OA-US 5E5000A-Uj000A-US SE7600.A...._-_U_.__ ! SE10000A US SE11400A US OUTPUT. ... Nominal AC Power Output 3000 3800 5000 6000 7600 ( 9980 @ 208V 11400V . .......... ........... ....I,S0000@240V i I 5400 @ 208V 1 ; 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA i...., ,. 5450 @240V l € 10950 @ 240V I ................................. ...,..,..... ......,,,,,,....i....,...... AC Output Voltage Min.-Nom.-Max,* ' 183 2G8 229 Vac ✓ I AC Output Voltage Min.-Nom.-Max.* 211-240-264 Vac ....................................................... ., ,,...,..., AC Frequencyn:MiNom.-Max.* 593;'60-60.5(with HI country setting 57-60-60.5) ( Hz ,. j 24 @ 208V 48 @ 2G8V Max.Continuous Output Current 12.5 16 25 32 47.5 A GFDI 1 A .................................................................... Utility Monitoring,Islanding Protection,Country Configurable Yes Thresholds_.__........___._. ._.__.__. ........................................................._......._. INPUT Recommended Max.DC Power** 3750 [ 4750 6250 7500 9500 12400 ( 14250 ( W (STC) ........................... .............. j. Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc r., ........... ' Nom.DC Input Voltage 325 C 208V/350 @ 240V Vdc ........................ ............ ,....,..,..... ............... .,....,.. 16,5 @ 208V € 33 @ 208V Max.Input Current*** 9.5 i 13 18 23 j 34.5 Adc 15,5 @ 240V„ 30.5 @ 240V [ Max.Input Short Circuit Current 30 45 Adc .................................... , .. ....... .. ,...,,,.,. ....,,,,,.,.,,............ ................................... ..,,.,,.. ,,.,... Reverse Polarity Protection Yes .. .. ............. ( ...... Ground Fault Isolation Detection 600kz Sensitivity . .............................. Maximum Inverter Efficiency 97 7 98 2 98 3 98.3 98 98 98 % (. ,,. j 97.5 @ 208V 1 97 @ 208V I CEC Weighted Efficiency 97.5 ( 98 97.5 97.5 97.5 % 98 @ 24GV 975 @ 240V € ...............:.................:........................................................(,..,.,..,...,,..,.,...,, ......,,,,,,,,,, Nighttime Power Consumption 2 5 <4 W ........._. _......_..........................................__..._....._,._ __..........,.,_... __......, m........-......... ADDITIONAL FEATURES _,_____ ......................._,_______._..................................._________ ._.................._,........._____ __,.,,..,,_.:.._______ ________ ___..._,.__,.......______ ......,_.. Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) .....................:...........................................................p.,..,..,,..,..,.,,........,,,.,.,........,....................;.,,........ Revenue Grade Data,ANSI C12.1 Optional I ..............._...... _..___._.__...._......._.._ _._...._........................._._____......_..._..._.........._, _,,,...._._ STANDARD COMPLIANCE .......................... _.,y ......... ................................. ...................................................__...,,,,,,,,,,,,,,,,,,,,,,,,,,.,,.,.,,,,,,,..,.-...,_.,._,.,,,,,,,,,,,,,,,,,,,,,..,..,............._._.,__..,,..,..,,,,.,.,_,,.._-.-................__........._.. ... -..............._..............._._._._._.,__._.,.___ ..,,_,,,,,..........._....._,,,;.. .......__...,.., Safet UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 .....................................:.................. ............... ... ... Emissions FCC partlS class B _._.__.. .._._. - . _..... _-_ __.___._ _.____._...._... _.... INSTALLATION SPECIFICATIONS AC output conduit size J AWG range 1 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG ........... DC input conduit size/tt of strings J AWG rangpe3/4"minimum/1-2 strings J 24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG ...................... [ f ........ ................................. ..............................................i...,..,,,.......,,......,.........................,......,,,,.,.,...,€,,...,,..,..,.. Dimensions with AC/DC Safety 30.5 x 12.5 x 7 J 30.5 x 12.S x 7.5/ i 3G.5 x 12.5 x 10.5/775 x 315 x 260 n/ Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 mm ......... .... ..................... .......................................... ... {.... Weight with AC/DC Safety Switch 512/23,2 547/24,7,,,,,,,,,,,;, ,,,,,„ ,,,,,,,,,,,88,4/40:1..,...... ,.,.,.,..,.i lb/kg Cooling Natural Convection Fans(user replaceable) .. .. ........... ......... Nolle <25 <SO dBA ..... .......... ........................................... ........ Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version****-40 to+60) F/Q C Range Protection Rating NEMA 3R .,.,.,,.,, ,,,,,,,,,,,,,,,, 'For other regional settings please contact SoiarEdge support. *`limited to 125%for locations where the yearly average high temperature is above 77'F/2S'C and to 135°%for locations where it is below 77'F/25`C. For detailed information,refer to httna/www.solaredee.us/files/udfs/inverter do oversizine euide.adf "*A higher current source may be,used;the inverter will limit its input current to the values stated. ”"CAN P/Ns are eligible for the Ontario FIT and miciaFlT(mirr.FiT exc.SE1140OA-OS-CAN). ' ~ . . SOLARMOUPrr Technical Datasheets U NlpAC SU rMoun* Technical Da*ash _t Pub 11mno-1muv1.0 August 2011 SolarMoumt Module Connection Hardware.................................................................. 1 BottomUpModule Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolamMoumt Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMoumtBeams..........................................................................................................4 SoUarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 3D2800C ^ Bottom WpClip material: One ofthe following extruded aluminum Bottom alloys: 00O5-T5.61O5'T5.8OO1'TG , Ultimate tensile: 38koi,Yield: 35 koi , Finish: Clear Anodized , Bottom Up Clip weight: -0.031 lbs(14g) ^ Allowable and design loads are valid when components are -'-m assembled with So|adNountseries beams according toauthorized UN|RACdoouments ^ Assemble with one%'''28ASTM F5S3bolt,one W'28ASTM F504 serrated flange nut, and one%''flat washer ^ Use anti-seize and tighten tu1Oft-lbs cftorque ^ Resistance factors and safety factors are determined according bo part 1section 9ofthe 2OO5Aluminum Design Manual and third ' partytest results from anIAS accredited laboratory Module edge must befully supported bythe beam � NOTE OWWASHER: Install washer onbolt head side ofassembly. DONOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, 1,74 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 Dimensions specified in inches unless noted �� SOLARSOLARMouNT Technical . . . - - an UNIRAC SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D Mid clamp material: One of the following extruded aluminum fa Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs(23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single clamp when used with a SolarMount series beam to P assembl Y ,� retain a module in the direction indicated Assemble mid clamp with one Unirac'/<"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- ri%%'"'�.�',' party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance Im - Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS Ibs(N) 0 Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 ---- - Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 A .............................. ......... Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 _s•X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 3020090,302009D,3020100,302011C,3020120 End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized End clam weight:varies based on height: 0.058 lbs 26 P 9 9 ( 9) . iClamp Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to j retain a module in the direction indicated Assemble with one Unirac W-20 T-bolt and one'/4'-20 ASTM F594 i� serrated flange nut Bea Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - Y � party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam W a Applied Load Average Allowable Safety Design Resistance �. Direction Ultimate Load Factor, Loads Factor, ._._..._. lbs(N) Ibs(N) FS lbs(N) Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 NOME Transverse,Z± 1 63(279) 1 14(61) 1 4.58 21 (92) 0.330 -- Sliding,X± 1 142(630) 1 52(231) 1 2.72 79(349) 0.555 Dimensions specified--Tri-irac}ies-unless=noted SOLARSOLARMoum Technical . . . - - ::�UNIRAC, SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized L-Foot weight:varies based on height:--0.215 lbs(98g) Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents� L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be `X sure to check load limits for standoff,lag screw,or other attachment method Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor Load Factor lbs(N) lbs(N) FS lbs(N) (l) rt�t Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted I Compression,Y-13258(14492) 1 1325(5893) 1 2.46 1 2004(8913) 1 0.615 Traverse,X± 1 486(2162) 213(949) 1 2.28 323(1436) 1 0.664 SOLARSOLARMoum Technical . . . - - da:UNIRAC SolarMount Beams Part No. 310132C, 310132C-13, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in° 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T BOLT OR 14" HEX HEAD SCREW 1/a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 1k IT 3.000 1.316 SLOT FOR LAU -T �" HEX BOLT rL— SLOT FOR 1.385 HEX BOLT .387 .750 1.207 Y Y 1.875 A • 0-X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted