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HomeMy WebLinkAbout38036-Z �q uFFOt,��o Town of Southold Annex 9/21/2013 � Gy P.O.Box 1179 p 54375 Main Road oy �IV Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36521 Date: 9/21/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 995 Bray Ave, Laurel, SCTM#: 473889 Sec/Block/Lot: 126.-8-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/14/2013 pursuant to which Building Permit No. 38036 dated 5/21/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on an existing single family dwelling as applied for. The certificate is issued to Smith,Robert&Smith,Barbara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38036 8/19/13 PLUMBERS CERTIFICATION DATED r- /11ut6orizad Signat e TOWN OF SOUTHOLD y°SUFFot��a BUILDING DEPARTMENT 4 G TOWN CLERK'S OFFICE y $ oy 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#: 38036 Date: 5/21/2013 Permission is hereby granted to: Smith, Robert & Smith, Barbara 995 Bray Ave Laurel, NY 11948 To: Installation of roof-mounted solar panels on an existing single family dwelling as applied for. At premises located at: 995 Bray Ave, Laurel SCTM # 473889 Sec/Block/Lot# 126.-8-1 Pursuant to application dated 5/14/2013 and approved by the Building Inspector. To expire on 11/20/2014. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. / 3 �T New Construction: Old or Pre-existing Building: IZ (check one) Location of Property: �Cf.� roy "111=' Liz" f cd House No. Street Hamlet Owner or Owners of Property: Gt� baf(q C�YVI L Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 2EQ -3(,o Date of Permit. Zl Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex 0� c�Gy Telephone(631) 765-1802 54375 Main Road o Fax(631) 765-9502 a, x P.O. Box 1179 v Southold, NY 11971-0959 'f�01 �.a0 roger.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Smith Address: 995 Bray Ave City: Laurel St: NY Zip: 11948 Building Permit#: 38036 Section: 126 Block: 8 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: SBA: Sunation Solar Systems License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8,120 watt roof mounted photovoltaic system to include, 22 solar panels, 1-solarec SE5000,and 1-Solaredge se3000 inverters Notes: Inspector Signature: Date: Aug 19 2013 Electrical Certificate.xls SOUTy�Io . eu, cOU ��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 J INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE l l -37 INSPECTOR Z-` 0 �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A Pqi - r' 6 � 5 DATE �"� INSPECTOR /zza� :z FIELD INspscr REPORT DATE COMMNTS FOUNDATION(1ST) - -----------------------..... ----- FOUNDATION(AND) . ROUGE!FRAMING& y PLUMBING C� INSUL•ATION PER N.Y. STATE ENERGY CODE • y r FINAL ADDITIONAL COMMENTS qx) leec 0 . z e a 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)765-1802 Planning Board approval FAX:(631)765-9502 /J 6� Survey SoutholdTown.NorthFork.net PERMIT NO. 7 Check Yes Septic Form N.Y.S.D:E.C. Trustees Flood Permit Examined L 20 Storm-Water Assessment Form _ Contact: Approved J I?' 20 I Mail to:SUNation Solar Systems,Inc. Disapproved a/c 1217 Montuak Hwy.,Oakdale,NY 11769 Phone:631-750-9454 Expiration ZU 20� Building Inspector APPLICATION FOR BUILDING PERMIT Date May 10, 2013 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 of applicant or name,if a corporation) (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 Barbara Smith,995 Bray Avenue, 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: 995 Bray Avenue Laurel House Number Street jj Hamlet County Tax Map No. 1000 Section f a Block _Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy Residential 3. Nature of work(check which applicable):New Building Addition Alteration ❑✓ Repair Removal Demolition Other Work Solar Panels flat on roof (Description) 4. Estimated Cost$35,690 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 NO_M 13.Will lot be re-graded?YES NO]ZWill excess fill be removed from premises?YES NO 14.Names of Owner of premises Barbara Smih Address 995 Bray Ave.,Laurel,NY Phone No. 631-298-4041 Name of Architect William G.Fisher Address PO BOx 30,Oakdale 1176�Phone No 631-7864419 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 swom,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 to before me this 7 day of 20_Z3 i Notary Public SignatturCof Applicant Of S. Town Hall Annex Telephone(631)765-1802 54375 Main Road G r0 er. ' (631)765- 5 P.O.Box 1179 . er a nchert _tOwn.south�o1d.ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: C Date: Company Name: �.. Name: License No.: Address: Phone No.: _-7 -g> _0 JOBSITE INFORMATION: (*Indicates required information) *Name: a c---, S I ! *Address: b- *Cross Street: `Phone No.: ^2 I Permit No.: Tax-Map District: 1000 Section: Block:i Lot: ` *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S vlav r l l Y1 5 12c5 a-;L+ -PV s - - fe,rK Ste.i Q DCc 0-US(Please Circle All That Apply) *Is job ready for inspection: YES NO. Rough In Final *Do-you need a Temp Certificate: OES NO Temp Information(If eeded) *Service Size: 1 Phas Whase 100 150 00 300 350 400 Other *New Service: e-connect Underground Number of Meters Change of Servic Overhead Additional Information: PAYMENT DUE WITH APPLICATION Q6L 5-a3-1 .82=Request for inspection Form Fisher Engineering Services, P.C. PO Box 30 . Oakdale •New York 11769 Phone: (631) 563-9028 (' August 15, 2013 Building Department SEP '6 2013 BLDG. DEPT. Subject: Engineer Statement for Solar Roof Installation TOWN OF SOUTHOLD Smith Residence: 99 Bray Avenue Laurel, New York 11948 Permit: 38036 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. This system has been 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. �t Sincerely, William G. Fisher P.E. �'® ' � 0,4659 Licensed Professional Engineer ��- Architectural Design•Residential•Light Commercial Additions•Extensions•Conversions Construction Estimates/Oversight•Expediting•Inspections SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ,r Southold,NY 11971-0959 �l� �OQ COU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 13, 2013 Robert & Barbara Smith 995 Bray Ave Laurel NY 11948 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: V Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38036 — Solar Panels offlOUNMAC Solarmount Beam Connection Hardivare SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- r� T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi J Finish: Clear or Dark Anodized L-Foot weight:varies based on height:-0.215 Ibs(98g) Allowable and design loads are valid when components are Bea p f assembled with SolarMount series beams according to authorized Boft 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-Ibs 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 ai attachment method 3Ci Applied Load Average Safety Design Resistance 2A 51.01 FOR Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N). Ibs(N) FS Ibs(N) 4) t. Sliding,Z+ 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+1 1859(8269) 1 707(3144) 1 2.631 1069(4755)1 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913)1 0.615 Traverse,ti -486(2162)- - -213(949)1 2.28 323(1436) 0.664 "O UNI kAC' • 0 ° • echnical DatasheOts- SolarMount Beams Part ko. 310132C, 310132C-B, 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 in 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(YAxis) 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 SLOT FOR T-BOLT OR 1.728 Y4"HEX HEAD SCREW 1/4"HEX HEAD SCREW 1-T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T3.000 SLOT FOR Lr-10 __71 3/8"HEX BOLT SLOT FOR 1.385 HEX BOLT S1 .387 .750 1.207 Y Y � 1.875 A ►X ►X SolarMount Beam SolarMount HD Beam I Dimensions specified in inches unless noted I w %r� ? .R t ; L '.'!by",�'kF v xk •g"'t 4, h �J1 y r ,j ,ty f } Y t 3 r4'�+ solar - - � . y �� + i • �' � S, .- 6 7 z M J ' 4' ` rp„ i . f w �•- ci. �r���'T`3 V"` � � /"fir"" �{ (�(r � ,�t `�," +� � `'�'S •$y���.x '�J.. 1 7 (r" L+Z tvX1e^,±`TX'&.��. '1J�•:::e .k } h 1-1. The only inverters specially designed for distributed DC architecture 9n Superior efficiency(97.5%) I Small,lightweight and easy to install on provided bracket - •- n Built-in module-level monitoring s]2 Communication to internet via Ethernet or Wireless * Outdoor and indoor installation Integral AC/DC Switch `"; Y.. 4� i w architects of energy 7-�7 -7. 77`.:�7-77-:7- p All our inverters are part of SolarEdge's innovative system over 97% efficiency and best-in-class reliability. Our fixed- designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its price. The SolarEdge inverter combines a sophisticated, optimal input voltage,regardless of the number of modules or digital control technology and a one stage,ultra-efficient power environmental conditions. conversion architecture to achieve superior performance TECHNICAL DATA SE3090A-US SE380DA-US SE5000A-US SE600OA-US SE7000A-US GF�'Wf _5 ..1.1 t I.. .- I­ . ,� it 5200@208V 5200@208V Rated AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V 5200@208V 5200@208V Max.AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V AC Output Voltage Min:Nom.-Max. 183-208-229 211-240-264 183-208 229/211-240-264 244-277-294 Vac AC Frequency Min.-Nom.-Max. 59.3-60-60.5(HI version 57-60-60.5) Hz Max.Continuous Output Current @208V 14.5 18.5 24 25 25 A Max.Continuous Output Current @240V 12.5 16 21 25 25 A Max.Continuous Output Current @277V 18.5 22 25 A GFDI 1 1. A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Recommended Max.DC Power*(STC) 3750 4750 6250 7500 8750 W Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V 350 Ca 240V 400 @ 277V Vdc Max.Input Current 10 12.5 16 18 18.5 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 % CEC Weighted Efficiency 97.5 97 @ 208V 97.5@ 208V, 240V 97 @ 208V 97.5@ 240V % 97.5@ 240V 98 @ 277V 98 Q 277V Nighttime Power Consumption <2.5 W lani Supported Communication Interfaces RS485,RS232,Ethernet.Zigbee(optional) 77=7 Safety UL1741,IEC-62103(EN50178).IEC-62109 Grid Connection Standards Utility4nteractive,VDE 0126-1-1,AS-4777,RD-1663,DK 5940,IEEE1547 Emissions FCC part15 class B,JEC61000-6-2,IEC61000-6-3,IEC61000-3-11,IEC61000-3-12 RoHS Yes ,7 7 7 AC Output 3/4"Conduit DC Input 3/4"Conduit Dimensions(HxWxD) 21 x 12.5 x 7 540 x 315 x 172 21 x 12.5 x 7.5 540 x 315 x 191 in/mm Dimensions with AC/DC Switch(HxWxD) 30'5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/775 x 315 X 191 in/mm 775 x 31�x 172 Weight 44.7/20.2 47.7/21.7 lb/kg Weight with AC/DC Switch 51.2/23.2 54.7/24.7 lb/kg Cooling Natural Convection Noise <50 dBA Min.-Max.Operating Temperature Range -13 -25(CAN version-40/-40)to+140/+60 'F/-C Protection Rating NEMA 3R •Ki&her input 0C power may be installed:analym$ewly AC perfarmaxice. •-The roming Part murntlars am�aable(CAN pis are eligiVe far the Ontario FIT and mkmFM: 208/24OV.mu"ope rating temp�F/-20C:SE300OArUS.SE3800"S.SE5000AUS.SE6000AUS.SE7000"S,SE3000AJJ"I.SE39OOA4US4d.SE5000A-US411.SE600OA4JS441.SE7000AVS-MI Q. 277V.min.operating temp 3F/-20C:SE5000A31S.SESOOGAUS.SE7000A-14.SE5000AUS+11.SE6000A-US4il.SE7000A-USHI 208/240V.ft"operating temp.40F/40C:SE3DOOA.US CAN.SE38MAuScAN.SE5OOOAJJS1_AN.SIEWDOA-USICAN 27TV.min operating terrp-40F/40C:SE5000"SCAN.SE6000NUS-CAN.SE7000"S4= USA 0 Germany .-�i Italy France � Japan --I China -Ll, Israel solar- @ , www.solaredge.com architects Or.11-1917 0 SoiarEdge Teehnal4es.Inc.All rights reserved.SOLAREOGE.the SoTwEdge logo.ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREDGE we trademarks or registered trademarks of SCONEdge Techno!ogies.Inc.M other trademarks mentioned herein are trademark,of their resWti%e onners.oate:02/2013.VOI.SuNW to charge without notice. - - AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer: Flextronics Address: 6 Ha'Harash Street Address: Hataasia 1 Hod Hasharon Ramat Gavriel 23108, Migdal Haemek Country: Israel Country: Israel Contact: Mr. Meir Adest Contact: Mr.Zafrir Gabay Phone: +972 9 957 6620 Phone: +972 4 6448 200 FAX: +972 9 957 6591 FAX: N/A Email: MEIR.A@SOLAREDGE.COM Email: zafrir.gabay@il.flextronics.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA Control Number: 4000525 Authorized by: zftC%m William .Starr, Certification Manager i i i C us 4steD Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for he exclusive use of Intertek's Client and is provided pursuant to the Certification agreement bete:een Intertek and its Client.Intertek's responsibility and liability are limited to the terns and condifons of the agreement.Intertek assumes no liability to any party.other than to the Client in accordance vrih the agreement.for any loss.expense or damage occasioned by the use of this Authorization to Mark.Only[tie Client is authorized to permit copying or distribution of this Authorization to Mart:and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropnate usage of the Certification mark in accordance with the agreement,they are not for he purposes of production quality control and do not relieve the Client of their obligations in this respect Intertek Testing Services NA Inc. 165 Main Street,Cortland, NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment Standard(s): for Use With Distributed Energy Resources, Second Edition Dated:January 28, 2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2006) Product: Utility Interactive Inverter Brand Name: SolarEdge Models: 6 models: SE3000, SE3300, SE3800, SE5000, SE6000, SE7000(Option:followed by A to indicate Interface board, etc.) ATM for Report 3188027CRT-001a Page 1 of 2 ATM Issued:22-Feb-2012 cD 16.3.15 l8-Jan-101 Mandatary • i N Intertek ' AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer: Flextronics 6 Ha'Harash Street 213 Harry Walker Parkway Address: Hod Hasharon Address: South Newmarket Ontario, L3Y 8T3 Country: Israel Country: Canada Contact: Mr. Meir Adest Contact: Mr. Marko Skocic Phone: +972 9 957 6620 Phone: (905 952-1110, FAX: +972 9 957 6591 FAX: N/A Email: MEIR.A@SOLAREDGE.COM Email: marko.skocic@ca.flextronics.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA Control Number: 4002875 Authorized by: ZtG'm G Kwl- William T. tarr, Certification Manager C us Intertek _ This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intenek's Client and is provided pursuant to the Certification agreement between Intertek and its Client Intenek's responsibility and liability are limited to the lertns and conditions of Hie agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement.for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authonzation to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material.product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement,they are not for the purposes of production quality control and do not relieve die Client of their obligations in this respect Intertek Testing Services NA Inc. 165 Main Street, Cortland, NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 UL 1741 Standard for Safety for Inverters, Converters, Controllers and Interconnection System Equipment Standard(s): for Use With Distributed Energy Resources, Second Edition Dated: January 28, 2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3 General Use Power Supplies -(R2006) Product: Utility Interactive Inverter Brand Name: SolarEdge Models: 6 models: SE3000, SE3300, SE3800, SE5000, SE6000, SE7000(Option:followed by A to indicate Interface board, etc.) ATM for Report 3188027CRT-001a Page 2 of 2 ATM Issued: 22-Feb-2012 ED 16.3-15(3-Jan-10)`.lanoatocy LG Life's Good TM M o n o.....X. NeoN LG300NIC-G3 •• :• LG Electronics,Inc. (Korea Exchange:06657.KS) is one of the globally leading companies and Room , technology innovator for electronics,information and communication products.The LG Electronics as currently employs more than 91,000 people ® r worldwide in 117 companies. In fiscal year 2011, BONN r, 48.97 billion USD of revenue was achieved. SONLG is one of the world's largest manufacturers of ���■ ,,■. mobile phones,flat screen TVs,air conditioners, washing machines and refrigerators.As a future- NOON , oriented company, LG enables others to use �. technology consisting of renewable energies. NOON LG's high quality solar products are being manufactured in LG's leading production facility e MEin South Korea. mom� APPROVED PRODUCT V MCS 1 E C US CE O lv.. KM 564573 BS EN 61215 y�.'`.}'*'^T?"1�•':7—!"" "'^i"'�,r.',� , Photowltalc Modules LG's High Efficient.CellTechnology ,t"i, `0 Convenient Installation ® Driven by LG's own N-type technology,LG's high- 1;;-'7-j LG modules are carefully designed to benefit efficiency modules will provide customers with �„"� installers by allowing quick and easy installations CaIIT hnology Conveniont high economic benefits. Inetauetion throughout the carrying,grounding,and connecting aw stages of modules. ^ 66.8kg Light and Robust _' 100% EL Test Completed • With a weight of just 16.8 kg,LG modules are = All LG modules pass Eiectioluminescence Light Weight proven to demonstraie ouistanding durability inspection.This EL inspection defects cracks and against external pressure up to 5400 Pa. EL Test other imperfections unseen by the naked eye. Reliable Warranties ie\ Positive Power Tolerance u� LG stands by its products with the strength of a r ;J LG provides rigorous quality testing to solar _-Linear Warranty glob.,)corporation and sterling warranty policies. 1O modules to assure customers of the slated pcwer LG offers a 10 year product limited warranty and a outputs of all modules,with a positive nominal Positive Power 25 year limited linear output warranty. '''""""' tolerance starting at 0%. me Nd ®_ o® a m1� i f x ® Mechanical Properties ® Electrical Properties(STC") Cells 6 x 10 300 W 295 W 290 W 285 W 28O W .._......._ ._.._.................................._.__........._...._............................."-.._._................ ....__........................._............_................._...._..._ .................................................................................................................................................................................. Cell vendor ..............LG_...._........_._.. ......_........_._..._..............._ MPP voltage(Vmpp) 32.0 31.9 1 31.8 31.6 31.5 Cell type Monocrystalline .............................................. ................................... ...... ........... ........... __.. .. ........._..._ _. _... _..... MPP current(Impp) 9.42 9.30 9.19 9.09 8.97 Celldimensions 156 x 156 mm /6 x 6 in ............................................................................................................................................................................... ..............................................._z..............................._Z........._..............................................._......................_.._._............. Open circuit voltage(Voc) 39.5 39.3 39.2 39.0 38.9 #of busbar 3 .................................................................................................................................................................................. .......................................................................................................................................................................................................................... Short circuit current(Isc) 10.0 9.91 9.80 9.68 9.56 Dimensions(L x W x H) 1640 x 1000 x 35 mm ...................................................................................................................................................I..............I............... 64.57 x 39.37 x 1.38 in Module efficiency(%) 18.3 18.0 17.7 17.4 17.1 ._................._....................__..-...................................................._.......__.._._....../......_..._p.........................._......................._...... -- .................................................................................................. Static snow load 5400 Pa 113 sf Operating temperature(°C) -40-+90 .._......._....................._....._......................_._.._......._......._...._.._.._....-__._..._............................_._......_._._._._.............._....__..._....... .................................................................................................................................................................................. Static wind load 2400 Pa/50 psf Maximum system voltage(V) 600(UL),1000(IEC) ................................................._..............................................................._..._.............................................................................................. .................................................................................................................................................................................. Weight..........................................................................16.8±0.5 kg/36.96±..1.1..lb.......................... Maximum series fuse rating(A) 15 .... ........................................................ .................................................................................................................................................................................. Connector typel. MC4 connector IP 67 Power tolerance(%) 0-+3 Junction box I 67 with 3 bypass diodes ...._................................_._.......... ............................................._.........__..... TestCondition);rra an ra re'STC(Standard T I dl ce 1000 W/m,module temperature 25'C,AM 1.5 Length of cables 2 x 1000 mm/2 x 39.37 In The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. Glass High transmission tempered glass ...................................................................._._........................_...._...._....._............................................................_............._.............. Frame Anodized aluminum ® Electrical Properties(NOCT") ® Certifications and Warranty 300 W 295 W 290 W 285 W 280 W .................................................................................................................................................................................. Certifications IEC 61215,IEC 61730-1/-2,UL 1703, Maximum power(Pmpp) 220 216 213 210 206 _._...._._._.............__.._.................._....._...._.................................._....... .................................................................................................................................................................................. I50 9001,IEC 61701(In progress), MPP Vm 29.3 29.2 29.1 28.9 28.8 _._......_......_._._..........................._. 9 ( Pp) .................................................................................................................................................................................. DLG-Fokus Test'Ammonia Resistance'; MPP current(Impp) 7.51 7.42 733 7.25 7.15 (In progress) .................................................................................................................................................................................. ...__........................................................................................................_._._......................................................._................................_. Open circuitvoltage(Voc) 36.5 36.3 36.2 36.0 35.9 Product warranty 10 years ................................. ..................................................................................................................................................................................................... Short circuit current(Isc) 8.08 798 789 7.80 7.70 Outputwarranty of Pmax ............................................................................................................................................................................... (measurement Tolerance±3%) Linear warranty' ' Efficiency reduction <4.5 1)1st year:97%,2)After 2nd year.0.7%annual degradation,3)80.2%for 25 years (from 1000 W/m'to 200 W/m2) NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m',ambient temperature 20'C, to Temperature Coefficients wind speed 1 m/s NOCT 45±2°C 10/0AO 10/0.40 .................................................................................................................................................................................................................._. Pmpp -0.42%/K Dimensions (mm/in) --._........................................_..................._.._................._. ......_..._...............................................___..._......................_............. Voc -0.31%%K mL m .........................................................._._..................._..._...----..-................................................._....._........................... a Isc 0.03%%K Characteristic Curves 5.54.o ate..) 1000/39.31 I Dni.W..(4..1 Long side frame Short side frame 960/37.80 Q 10 1000 W 4.o•xs(Y Dnln heI..I4..) (Dlahnc.b.twnn m.unNn9 hol..) `c 9 - to/o.n 8 8 nW 46l1.e9 U 7 Junce.n bou 12-06.3 6 Grounding h.l..(12..) 0 W 5 8-08.0(Z 43 5.510.22 21000/39.37 1 cabl.I.ngth 5 10 15 20 25 30 35 40%Itage(V) R1.5/0.06 140 D.t.n x o E Z E V 9 4.0/0.16 H v m c 120 0 d Isc 100 is 5 80 Voc Dail r m 7-...-.-__-----._---------------------_...----- - I 944/37.17 0810.31 so Pmax - - ................................. -----ax - I D.hll Z O � m D 20 ........................................................................... m o + F O1 35/1.38 -40 -25 O 25 50 75 90 Temperature(°C) 'The distance between the center of the mounting/grounding holes North America Solar Business Team Product specifications are subject to change without notice. .396 LG Electronics U.S.A.Inc "LG Life's Good"is a registrated trademark of LG Corp. y 1000 Sylvan Ave,Englewood Cliffs, All other trademarks are the property of their respective owners. NJ 07632 Good Ig.solar@lge.com Copyright©2013 LG Electronics.All rights reserved. L)y) f$ ` ood www.igsolarusa.com 03/01/2013 --- � "'UNRAC T Ems SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip..................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection hardware SolarMount Bottom Up Module Clip Part No. 302000C ` Washer Bottom Up Clip material: One of the following extruded aluminum Bottom (hidden see alloys:6005-T5, 6105-T5,6061-T6 - . Up CAP r' Ultimate tensile:38ksi Yeld:35 ksi-_- Finish: Clear Anodized Bottom Up Clip weight.-0.031 Ibs(14g) =`"Bolt Allowable and design loads are valid when components are Beam + \ 'r '`�}i. assembled with SolarMount series beams according to authorized r UNIRAC documents 1 1�. Assemble with one'/<"-20 ASTM F593 bolt,one'/e"-20 ASTM F594 if serrated flange nut,and one%"flat washer Use anti-seize and tighten to 10 ft-Ibs of torque f Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) Ibs(N) FS Ibs(N) 4) Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y ;, a Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 JAI b.X _" Sliding,Z+ 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted RAC ® ® Technical D4tasheets- ` tl ' SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,3021061) Bolt Mid clamp material: One of the following extruded aluminum rra alloys:6005-T5, 6105-T5, 6061-T6 Mid `Fla a Nu , Clamp � ._,,; ` _ Ultimate tensile:38ksi,Yield:35 ksi 0 Finish: Clear or Dark Anodized �y ~ 0 Mid clamp weight:0.050 Ibs(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 mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut Beam >. �� Use anti-seize and tighten to 10 ft-Ibs 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 results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1-001)mX - e Direction Ultimate Load Factor, Load Factor, _.- __ LL Ibs(N) Ibs(N) FS Ibs(N)' 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y --- ---- -- Sliding,X± 1194(5312) 1 490(2179) 1 2.44 741 (3295), 0.620 ►X Dimensions specified in inches unless noted SolarMbuht Ehd Clarrlp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material:One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 Olt Ultimate tensile:38ksi,Yield:35 ksi 0 Finish: Clear or Dark Anodized 0 End clamp weight:varies based on height:-0.058 Ibs(26g) `d Clamp • Allowable and design loads are valid when components are Serrated :.' assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single + end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut rf'Bea \: 1;� Use anti-seize and tighten to 10 ft-Ibs 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 results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam .X i.S Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, - - - Ibs(N) Ibs(N) FS Ibs(N) 4) ivH:iS Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 9:IiN NCU'i: i Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions specified in-inches unless noted Sliding,X± 142(630) 52(231) 2.72 79(349), 0.555 i i i I i i i I 8, 120 W SYSTEM SIZE i LG MODEL MONOX, LG28ON I C-G3, 280 WATT EA., G4.571 x 39.37"W x I .38"D, 17.G5 FT2 3G.9G#/MODULE (2. 1 #/SF) ROOF HOUSE: SOLAR MODULE ARRAY- AREA 29 MODULES TOTAL ><I KEN USOL SYSTEM (TYPICAL RAIL ACROSS EACH ROW 11J OF ENTIRE ARRAY) Ix w � I (Only Two Shown for - z i Clarity) z w i > PHOTOVOLTAIC Q 0 i 1XIXIxt><L�L�1 Q MODULE (TYP) 21,_7„ �D I IXI>A><l RIDGE - �- w w cn n z RAFTERSX, Lo @ O.C. (TYP) 57 .. �W�7'}�*`:F.n. :.�.:" .v�efry ' .4,'t"'IMvimgwg,✓5•. Y:.t, 9.�'�4, N_I 17 MODULE ARRAY: 12 MODULE ARRAY: T ( I STRINGS OF 17 MODULES) I STRINGS OF 12 MODULES) MSP B UM '.. t :,' Exterior PVC Conduit xi: fix: I xi SOLAR SOLAR I ACE) - K . a D15CONN 1XI ix DISCO, NNE 6[M><1> F 7F" 'Lss i i1_ 11 .>. .!` t'6:. fituj .;5"y �Swl ;g �.�' 0.k`°M" i.L�• �fy.; j�..:'�' iq I I INVERTER ( 1 ) I INVERTER ( 1 ) 5E5000A-U5 5E3000A-U5 MARTIAL HOUSE ROOF PLAN EU LL HOUSE ROOF FLAN INV INv SCALE: 1 /4" = I '-0" SCALE: NTS � U ROOF PITCH 4: 1 21 LEGEN D Groun Q- MAX. SPAN: I I 9 � I Inverter Location I Electrode I Electrode ° © MSP Main Service Panel i j (!� U L Ln © SP Sub-panel AC DISCONNECT AC DISCONNECT LJJ W m Q „ / U � r O UM Utility Meter i � �/ 0 w j � o ® ACD A/C D15connect z ® B Basement Location u I DATE: zL .� � �B.P.#!I �z FASTENER REQUIREMENTS: FEE: ' BY: r- � 0 TOTAL ARRAY AREA = 509 SF NOTI BUILDING GL j i'A?")M'EP:T AT 0 z r NOTES 765-1802 8 AM TO 4 PMV FOR THE U �/ WIND LOAD: ASCE 7 (SEE CALCULATIONS THIS SHEET) 41 .5 PSF EXIST. POWER PANEL PP FOLLOWING INSPECTIONS: �J o 1 . An 18" wide clearing (free of sonar equipment) 1. FOUNDATION TWO REQU,RED TOTAL UPLIFT - 4 1 .5 PSF x 509 SF = 2 1 , 135 LBS LU Shall be provided along at least gone Side of the MOUNTING BRACKETS AND HARDWARE MEET OR FOR POURED CONCRETE lL �-- z o Z EXCEED NYS CODE REQUIREMENTS FOR THE 2. ROUGH - FRAMING & PLUMBING O J - m FASTENER.: roof ridge on the Same 51de a5 the Solar s. INSULATION (� o LLI equipment or on another 51de of the rid e that DESIGN CRITERIA FOR THE TOWN . j 4. FINAL - CONSTRUCTION MUST 0 z oQ SOLARMC�UNT LAG SCREW SPEC 203.2, 8/04: (FLAT WASHERS REQ TO BE g BE COMPLETE FOR C.O. O \ W o Q ALL CONSTRUCTION SHALL MEET THE / O USED WITH LAG BOLTS) does not have solar equipment an it. In addition, THE � TUAL IN-FIELD ATTACHMENT TO THE ROOF .. an 18 wide pathway free of Solar equipment) REQUIREMENTS OF THE LAG BOLT WITHDRAWAL VALUE; 5/ 1 G DIA., 2GG LB/IN X 2-IN THREAD DEPTH= p y ( WIL EET OR EXCEED NYS RESIDENTIAL CODE YORK STATE. NOT RESPONSIBLE FOR O ILI shall be rovided from at (east one eave or utter EXIST. METER M DESIGN OR CONSTRUCTION ERRORS. 1- j 532 LB. GAP. EACH p g 20 0 RCNYS REQUIREMENTS. MIN. NUMBER OF LAG BOLTS REQ. = 21 , 138 LBS / 532 LBS/LAG BOLT = 40 connecting to that 18" roof ridge clearing. IB,. S Q (j} i TOTAL KAI L FEET,= 194 RAIL FT / 40 BOLTS = 4 - 10 2. Roof Shall have no more than a --an le layer of ;fr� .��,, .���, .�-�' F�..w7 , MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS ".X": USE 48" MAX. roof covering in addition to the solar equipment. 3. Installation of solar equipment Shull be PHOTOVOLTAIC MODULE SYSTEM ONE LINE DIAGRAM (TYP) flush-mounted, parallel to and no, more than Rlacje THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR Seal 6-Inche5 above the Surface of the roof. Rail SCALE: NTS �oF Nk� BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 � KCNYS 2010. COMPLY WITH ALL CODES OF � 1�0 4. Weight of the installed system shall not exceed ��' �\NM G.F NEW YORK STATE & TOWN CODES �s Wind Load Calculation: more than 5- sf for hotovoltalc;5 and no more Rafter AS REQ'JIR-D r�r,.. p p BUILDING IZEVIEW NOTE F ASCE 7-05 : Partially Enclosed Building De51gn (A55urne Worst Case) than G-p5f for re5ldential Solar hoot water 5y5tem5. rn W4e W ' Low Rise Building; h< =GOft. Mean Hel ht , h=30ft TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED I MOUNTING FOOT W/ RAIL ) Rood Span DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBbII -REQr�IRFM �175�J_i ^' r,,,Y � �� OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL C^ '�� 0�4659 BUTYL RUBBER MEMBRANE MOUNTING FEET POSITIONED Of STATE of NewYORK. THIS REVIEW DOES t`Tb U F 17-?2 H0l:4 $ STEES 1 . Directionality Factor: Kd per Section G.5.4.4, (T�ible G-G): Kd=0.85 BETWEEN FOOT OVER ROOF RAFTER MEMBERS COMPLIANCE WITH THAT CODE. THAT RE5PONSIBILIM5 GUAKAWTEE!15�= ✓"� � u""'^ 2. Importance Factor: per Section G.5.5, (Table G- 1 ) Catagory I I; 1= 1 .0 PER SECTION (TYp MFG'5 REQUIREMENTS ROOF SEC ) UNDER RE THE SEAL AND SIGNATU OF THE STATE OF NEW YORK LICENSED ROOF SHINGLE OR NO CALK3. HAS BEEN SCALE: NTS DE51GN PROFESSIONAL OF RECORD. THAT SEAL AND SISIGNATUREVelocity Pressure Coefficient: Kh per Section G.5.G.4 FLASHING 3" STANDOFF PHOTOVOLTAIC MODULE INTERPRETED Ali AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S (Exposure Catagory C per G.5.G (Table G-3); Kh==0.98 MOUNTING FEET PER RESIDENTIAL RAIL IS DESIGNED AND WARRANTED BY THE BELIEF AND INFORMATION THE WORK IN THE DOCUMENT 15: CODE OF NEW YORK STATE ROOF MANUFACTURER FOR LOADS UP TO 50 LBS/SQ. FT. 'ACCURATE 4. Topogiraphlc Factor: Kzt per Section G.5.7 (Long Island); Kzt= I `CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE Date: 5_7_ 13 PENETRATIONS CHAPTER 9 (TYP) IL (APPROX. 1 25 MPH WIND) WHEN INSTALLED AS ONfOR.M5' 5. Gust Factor: G per G.5 .8. 1 , G=0.85 - UBMISSION REQUIRED BY THE MAUNUFACTU E 'CONFORMS WITH REASONABLE STANDARDS R R. OF PRACTICE ANDWTO&ANCY G. Expo5ure Cla551fication: per Section G.5.9 = 11 TALC� t r x TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLI OR Scale: AS SHOWN • .tas•aiumiourn II f - d NOTE: THE MOUNTING FEET MUST BE ATTACHED TO I E I5 THE RESPONSIBILITY OF THE LICENSEE 7. Internal Pre55ure Coefficient: GCpi per Section G.5. 1 1 . 1 , Table G-5; GCpi=0.55 THE BUILDING RAFTERS OR FRAMING (NOT JUST THE USE IS UNLAWFUL 8. External Pressure Coefficient: GCpf per Section E;.5. 1 1 .2. 1 , Figure G- 10; X (MAX FOOT SPAN) ROOF DECKING). USE 5/ 1 G" OR 3/8" DIAMETER LAG MAX, SPAN BETWEEN STRUCTURAL STATEMENT WITHOUT CERTIFICATE # 13057 GCpf=0.80 M❑UNTING FEET - '48' BOLTS AND DRILL PILOT HOLE. FINAL TIGHTENING QF R�, SHALL BE BY HAND. ALL INSTALLATION PROCEDURES THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS��CUPANCY 9. Velocity Pressure: qh per Section G.5 . 10: I 'A Sheet No. qh=(0.0 0 2 5 G)(Kh)(Kzt)(Kd)(V ^ 2)(1) \ PHOTOVOLTAIC MODULE SECTION SHALL BE PER MANUFACTURER'S REQUIREMENTS. M�P05ED BYTH'E PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT NOTE: R. THE EXISTING RAFTER SIZES * DIMENSIONS CONFORM TO RCNY5 q ( )( )( )( )( )( ) p y 9 p TABLE R802.5. 1(1) - RAFTER SPANS h= 0.0025G 0.98 I 0.85 120 2 I SCALE: NTS Modules and anels and an mountin hardware provided qh=30 7 TOTAL ROOF DEAD LOAD I O#/5F NOTE: shall withstand, without evidence of structural or (ROOF) + 2.5#/5F (MODULE) FASTENERS SHALL NEVER EXCEED 48" BETWEEN RAIL mechanical failure, 1 .5 times the de5i n load when tested CLIMATIC GEOGRAPHIC DESIGN CRITERIA - TABLE R301 . 2 1 n Wind S G per Section .5. 1 2 9 ( ) 10. De51 , g Wd L p = 12.5#/SF TOTAL FEET PER MANUFACTURER as specified below. The design load is to be 30 psf p=gh(GCpf-GCpi) downward( ositive) or upward ward (ne ative). All lazin p p 9 9 9 GROUND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHIELD FLOOD i p=30. 7(+0.80+0.55) RAIL INSTALLATION GUIDELINES members shall be of such strength to withstand these SNOW Speed DESIGN FROST LINE TERMITE TEMP MENr DESIGN UNDERLAY- HAZAR p= DS oads, The modules, panels and any mounting hardware LOAD CATEGORY WEATHERING• 7 1 • 5) l PER MANUFACTURE'S (mph) DEPTH REQUIRED _41 . 55f REQUIREMENTS MOUNTING BRACKET MATERIALS ARE Shall be factory tested under these loads for a period of 5EE I p p NON-COMBUSTIBLE IN ACORDANCE WITH RM2301 .2.2 30 minutes. (Downward * upward forces shall not be 20 PSF 120 B SEVERE 3_O MOD. TO I I deg NA PLANS EXAM. i AND CON515T OF ALUMINUM L BRACKETS applied simultaneously. HEAVY