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HomeMy WebLinkAbout45015-Z Town of Southold 11/12/2021 o - P.O.Box 1179 o • 53095 Main Rd y�o! Mayr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42521 Date: 11/12/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 5250 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-10-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/30/2020 pursuant to which Building Permit No. 45015 dated 7/23/2020 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 existing accessory garage as applied for. The certificate is issued to Vanston Bear LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45015 1/8/2021 PLUMBERS CERTIFICATION DATED 0 01 . ut ori d Signature 0 i �g11fF0(,�-Cd`y TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE f 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#: 45015 Date: 7/23/2020 Permission is hereby granted to: Vanston Bear LLC c/o Archway Technology PO BOX 17754 Denver, CO 80217 To: install roof-mounted solar panels on existing accessory garage/barn as applied for. At premises located at: 5250 Vanston Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-10-14 Pursuant to application dated 6/30/2020 and approved by the Building Inspector. To expire on 1/22/2022. Fees: i SOLAR PANELS $50.00 ELECTRIC $100.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 B ing nspector Form No.6 nD TOWN OF SOUTHOLD BUILDING DEPARTMENT J U L 2 2 2020 TOWN HALL 765-1802 rq BUmpm DEPT- yAPPLICATION 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$15.00 Date. 07-16-2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 5250 Vanston Rd. Cutchogue House No. Street Hamlet Owner or Owners of Property: Vanston Bear LLC. Suffolk County Tax Map No 1000, Section 111 Block 10 Lot 14 Subdivision Filed Map. Lot: Permit No. S0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempo/ Certificate Final Certificate: X (check one) Fee Submitted:$ Applicant Sfgnatur I Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Paulette Davis residing at 5 Fort Hill Dr. Montauk, NY 11954 (Print property owner's name) (Mailing Address) do hereby authorize IslandWide Energy LLC. (Agent) to apply on my behalf to the Southold Building Department. 1q)4 jk�6 - G 2� (Owner's Signatu� (Date) Paulette Davis (Print Owner's Name) rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinl_&-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Vanston Bear LLC Address: 5250 Vanston Rd city,Cutchogue st: NY zip. 11935 Building Permit#. 45015 Section: 11 Block 10 Lot- 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: IslandWide Energy LLC License No: 58621 SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey E-1 Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect $QA Switches 4'LED Exit Fixtures Pump Other Equipment. 16.08kW Roof Mounted PV Solar Energy System w/ (48) LG 335W Modules Notes: Solar Inspector Signature: Date: January 8, 2021 S.Devhn-Cert Electrical Compliance FormAs UE Sollp4"o r # # TOWN OF SOUTHOLD BUILDING DEPT: °�ycourme�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING/STRAPPING [ NAL S010ho/ Ci✓` _F Q [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA RKS: ,_ gem in DATE INSPECTOR Fisher Engineering Services, P.C. 509 Sayville Blvd • Sayville • New York 11782 Phone: (631) 563-9028 July 10, 2020 Attention: Building Department Subject: Engineer Statement for Solar Roof Installation Vanston Bear LLC Residence- 5250 Vanston Road, Cutchogue,NY 11954 I have verified the adequacy and structural integrity of the existing roof rafters for mounting the solar collector system (photovoltaic system) and its installation satisfies the structural roof framing design load requirements of the 2020- Residential Code and the 2020-Uniform Building Code of New York State; Long Island Unified Solar Permit Imitative (LIUSPI), and National Electric Code 2017, NFPA 70/2017, Weathering Severe, Wind Exposure Category B, Climate Zone 4A. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic system 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 shall be securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 130 mph and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geographic design criteria are not applicable to this solar installation. The installation shall be in accordance with the minimum requirements certified by this letter. The existing roof rafters are 14" I-Joist on 24" c.c., with actual spans of 12'-5" with plywood roof decking and one roof shingle layer on the house as shown on the drawings. There are no structural modifications planned or required for the existing roof. I hope that this letter serves and meets with the approval of the Building Department. Sincerely, of NEIVG. ya William G. Fisher, P.E. '� t Licensed Professional Engineer i � w ID D Jut 2 2 2020 c i p_ctural Dgsfgtt al•Light Commercial V%ddrtions`�Ektensions••Conversions Construction Estimates 1 Oversight•Expediting•Inspections FIELD-INSPECTION REPORT DATE COAEVIENTS 7k FOUNDATION(IST) FOUNDATION (ZND) ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE A AMA FINAL r- ADO -'_It P tAt COINIMENT8- . O Z • rn z ' tai • H 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 TEL:(631)765-1802 d Planning Board approval FAX:(631)765-9502 r Survey Southoldtownny.gov PERMIT NO. Check Septic Form _ N.Y.S D.E.C. Trustees C.O.Application Flood Permit Examined a 20Z Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 � Mailto: IanWeygand Disapproved a/c 32 Greenport Ave.Medford NY 11763 Phone: 631-655-5058 - rExpiratron,; 20_ g Buil 61nspector C �• ; f 1 f ' JUN 3 0 2020 r_ APPLICATION FOR BUILDING PERMIT Date ,20 rr7j r n 1)- , INSTRUCTIONS " "'a:This applicalipn 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. Ian Wevaand dart Gf�¢uQastc� (Signature of applicant or nacafff a corpomtion) 32 Greenport Ave.,Medford N.Y.11763 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Contractor/Electrician Name of owner of premises Vanston Bear LLC. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Ian Weygand,President (Name and title of corporate officer) Builders License No.HI-62179 Plumbers License No. Electricians License No.ME-58621 Other Trade's License No. 1. Location of land on which proposed work will be done: 5250 Vanston Rd Cutchogue House Number Street Hamlet County Tax Map No.1000 Section 111 Block 10 Lot 14 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work solar (Description) 4. Estimated Cost 51,010 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 03-03-2017 Name of Former Owner N/A 11.Zone or use district in which premises are situated Residential 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x 13.Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES_NO X 14.Names of Owner of premises Address Phone No. Name of Architect William G.Fisher Address P.o Box 30 Oakdale,NY 11769 Phone No 631-786-4419 Name of Contractor Ian Weygand Addrdoresnport Ave,Medford NY 1176'jhone No. 631-655-5058 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO x *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contrator (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this day of 20 Notary Public Signa Applicant i BUILDING DEPARTMENT-Electrical Inspector `t, 01�i"� TOWN OF SOUTHOLD Al _' y :i Town Hall Annex- 54375 Main Road - PO Box 1179 " I'.' - ;i - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ; fid 'lw rogerr@southoldtownny.gov— seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: IslandWide Energy LLC. Name: Ian We and License No.: ME-58621 email: lanW@IslandWideEnergy.com Address: 32 Greenport Phone No.: 63 JOB SITE INFORMATION (All Information Required) Name: Vanston Bear LLC. Address: 5250 Vanston Rd. Cutcho ue NY 11954 Cross Street: Little Peconic Bay Rd. Phone No.: 631-804-9150 Bldg.Permit#: email: Paulette@hellogreystone.com Tax Map District: 1000 Section: 111 Block: 10 Lot: 14 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Installation of 48so-far panels roof mounted for a combined power rating of 16.08KW Circle All That Apply: Is job ready for inspection?: YES/0 Rough In Final ; Do you need a Temp Certificate?: 0/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect- Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT ®UE WITHAPPLICATION 1 - 1 � Request for Inspection Formals �1 i BUILDING DEPARTMENT-Electrical Inspector ; TOWN OF SOUTHOLD ; .r Y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 o err southoldtownn . ov,- s and southoldtownn . v, 4 _ . _ . - u, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date,: -- - Company-Name:--lslandWide.Ener - - " Name: Ian We and - ---- - ------ - ---- - -- - - r 3 License No.: ME-58621 email: lanW IslandWideEner .com Address: 32 QreenpQrt Ave, MedfQrd blY 117634 Phone No.. s JOE SITE INFORMATION (All Information Required) 4° Name: Vanston Bear.LLC. .ti Address: 5250 Vanston Rd. C6tchocue NY 11954 G Cross Street: Little Peco_nic Bay Rd. Phone No.: 631-804= 150 BIdg.Permit#: email: Paulette hel log re stone.com .a Tax Map District: 1000 Section: 1-11 Block: 10 _ - Lot: 14 BRIEF DESCRIPTION OF WORK (Please Print Clearly) - S• _Installation of 48 solar panels roof mounted for a combined power rating of 16.08KW Circle All That Apply: ;s Is job ready for inspection?: YES/® Rough In Final Do you need a Temp Certificate?: M/ NO Issued On ' Temp information: (All Information required) Service Size 1 Ph 3 Ph Size: -A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service Reconnected-Underground-Overhead ; #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N 4 Additional Information', �rt PAYMENT DUE WITH APPLICATION d-1 G` Request for Inspection Formals 3+ PERMIT# Address: Switches Outlets G FI's ` Sui*1ce Sconces UC I_ts Fans Fridge HW Exhaust Oven I Dryer Smokes DW Service Carbon NFi,eco Generator Combo Cooktop Transfer • r AC AH Mini Special: J Comments. 12 1 � � A ' Scott A. Russell 0SOFFQ'ry S'7['O]RMWA\' IE]k SUPERVISOR y IM1A NA,G]EM]EINN T SOUTHOLD TOWN HALL-P.O.Box 1179 2 53095 Main Road-SOUTHOLD,NEWYORK 11971Q � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECr INVOLVE ANY OF THE FOLLOWING: Yes I No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date&County Tax Map Number! Chapter 236 does not apply to your project, If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. *- 1000 Date NAMEMarict e4LC?f �l'c-tTcanbl6 ` 11\ lY"JO' ao Section Blook Lot FOR BUILDING DEPARTMENT USE ONLY*"" Contullnfornwitloa �n��—1���-�� Reviewed By. Property Address/Location of Construction Work- _ _ _ _ _ _ _ _Date: JraJr�Jy5�n �. Approved for processing Building Permit. Stormwater Management Control Plan Not Required. _G wkG�� Ny 11 1`54 Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 c SOUTH,®� ; Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �� lyc0UN1`I,��' March 15, 2021 BUILDING DEPARTMENT TOWN OF SOUTHOLD Ian Weygand 32 Greenport Avenue Medford, New York 11763 C lo –Fa r 4ka— RE: Vanston Bear LLC, 5250 Vanston Road, Cutchogue d�locjl tv NOTE: Post installation certification required for solar panels. ',�5 f-- TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) A fee of$50.00. Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45015-Z Solar Panels `^D / d PR OSED GRA L DRIVEWAY �• •�� - - - - - - -- / ROPOSED D NACE - \� U P. 30 ,p 4 i i FO8XtO C R LAND E(AREA I \ GRATE 3815 (j _ Q � r EXISTIN E TO OVED(DASH -- - PR ED DRAINAGE i i i / U P 4, (1 3)8X5 LEACHINGi' P FOR GRAVEL DR GARAGE/BARN (3 CATCH BAST ^� I,-_' _ 'D \ > 1 i /• V� 1g d TOE f _MEN _ i 1� i a 11 113.3' •= O-• OFo 'D ! 'D 4- "f 6 81(5 \� a o/q A' ' i sa ,O' ' Q TOE OF SLOPE PROPOSED 52. ' LONG RETAINING WALL 4 -- 60 S d` - b 'B W.d4.0 _HEIGHT VARIES RAGE y, PROPOSED RETAINING WALL PROPOSED WATER CE x$ n E $ O S� - % /' 4' HIGH X 26.65' LONG \ PR SAN11 d BX)5 D •i1 '+A' y�•p1 pay�Q __ (1) CLEAN CEN- FATNE ,,� _ B.W. 38.0 4NK. )JUN HO ) \ - O JO�� Q-- ' B.W. 46.0"C5' ```�n / PROPOSED DRAINAGE Q CSS' 'Q y 5 y. j (1) BX3 LEACHING POOL X 1 DEEP G POOL / pZ�''pE+' }eFOR GU OM FO ^ro IX / 8X8 t6 . QAC ASOWNER) " G. 5, Q , - EXISTING RETAJNIN I P ' _ __.=f y.- 1 i f - - G• `44 p1 `�+1 PROPOSED DRAINAGE 24.3' /• - {> (1)8X2 LEACHING FOOL as g /�\ f y1 �� - + FOR LANDSCAPE AREA 2 812 1 GRATE EL 44 �,y 1 / / j/ �o \ i aa'` - 1 1t�•-T 1 ae' - 'EIfISTI 11 1 / _ GVEST HOUSE [OR BE RENOVATED IN > PROPOSEDro f + 1` 1 --- 3 DOSTING/OPOSED`BEOROOMS t35'TO R 8X3 .A BLUFF Cy/ C ELy 7.5 RCH _ I 1++ 1 -PROPO UC WATER 109.4' �•Q? -- F FL 94.5 195' GFA 1,057S.F. t45' yy .LLQ .- + `` / E>ROPtssED nv-canDE w _ ..Smss, BL, // -- -'_/ 1 _ — DEC SEL sa 3�" Go 19 TDA/ // +'0 •`/ _ �' ` / _ 25, 10' - \ 40--- - / 1 8X \ \ S• -:-\EFL - �0. ( FE ) 110. c .a^r•:.r:,-:_ee ROPO PROPOSED ELE RICAL \ C ' ,o • P SFS LANDSCAPE WALL "+` S A,P\ pb�, - \r - LIMIT OF FLOOR \ HEIbgT VARIES WITH GRADE TANK TO CO LMPANLAT Q. \ C,L,\ -\_ _ \ELEVATION • LENGTH = 67' `�`� -- + - �.r PROPO AIR Y LINE \ V�\ \/ =4� _- \ WITH GRADE +\ 10' ,q \ O 4s J / C. _ � \\ ` .o a PROP U,A CLE CON7R \� ' PROPdS DR/UNAGE -38/ Cl OUTLET OUNTED 0 �0 �9 e^ 0 T CONNECT POOL EOL (1 OF 2)\BX8 �F/�HING d7- ( \ \ F.FL.-- i}6' POOLS FOIZ.IdNN HOUS - ORAGE BUI G POWER C > \\ 22.8 35 /' TEST _ _,. - Eo 11 I ' PROPOSED c6DR BE % &ING BR A (/ _ - // // HOLE i •36--- 12 INSULATED- 1 E INSULATED NCLOSURE OBE BE OV 6(OPOSED 2 STONY //_ /// __ i �' ____ _ E� � f i i , HARDWIR TO CONTR PANE HED) HOUSE / OOMS�\ / /// _ - -_- __- _!� %' 47• dp�"i i i f BX6 arO� PROPO ED POOLE PMENT PROPOSED PUBLIC R \ / / - -34 8 ,y Ev / r' 570 E BUILDING 0 F * A. 2,202 5 \ \ / // - 21N ,."� SEp P % OD B ROOMS G TIMBER WALL TO\ / SLP 20' Popp `} - /' 4b i F ,42 d2 i r� REMOVED (DASHED) \ // MIN , ��+' �� r G. t60 S.F • \ Jy, ��_ DII G CLEARI G LIMIT u1 TU :1,39,TO '}6� i�� ,r (36 .950 S.F) a _ ' `32•� I + % \ i "' PR SED D NAGE O i 1 (1)8 6 LEACH NG POOL EpU MENT _ - - tT4'TO \ ++1 r ' Cn\ r 1 SOORA E BUILD G.POOL t2 _ - 1 1 /� e 1 EQUIP ENT BAC ASH �61 ._ PROPOSED F OL . TLET MOUN PRO ED -G • Y 0 POST TO ONCRETE 1 r 1 j 11 O N a - GARP Y PROP RETAIN] W i r ' 1' a5\1p Q�g�� l {{\ QD I C- .. \ /•ul u_..+n c•lvlur \TOa 1 a i 6% � (DASHEDY� CO R 1 - •w.� Suffioik'County Dept.of Labor,Licensing &Consumer Affairs f MASTER ELECTRICAL LICEN$E Name RaR�7 IAN A VlfibY AND f Business Name I Thiseedt lius haat the ISLANDWIDE ENERGY LLC beer of S is pun licensed Number:ME-58621 by the CountySuffolk • - Issued: 05122'2017 + Fri Nares. t., Expires: 05',10112021 '4iilr►Srf4t55ianer I Suffolk County Dept.of Labor,Licensing &Cons"utr br Affairs f a i I-IOME IMPROVEMENT LICENSE Name ; IAN A vrEYGAND j Ousiness Name This certifies thaw the IStANDINIDE ENERGY LLC bearer is duly licensed' by the Carnty or su`olk License Numbier; HI-62179 Frr.X-k.,N&rd4U4, issued; 5130,2019 Commissioner Expires; 51112021 DATE(MM/DD/YYYY) ACCP1111.� o® CERTIFICATE OF LIABILITY INSURANCE F6/30/2020 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(lies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Mackoul Risk Solutions PHONE FAX 25 Nassau Lane •516-431-9100 Arc Noll:516-871-1355 Island Park NY 11558 ADDREs : certificate mackoul.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Atlantic Casualty Insurance Co INSURED ISLAN09 INSURERS: IslandWide Energy LLC Ian Weygand INSURER C: 106 Pacific Blvd INSURER D: Long Beach NY 11561 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1461266945 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW'HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDmFF MM POLICY LIMITS A X COMMERCIAL GENERAL LIABILITY L1460025331 7/1/2020 7/1/2021 EACH OCCURRENCE $1,000,000 DAMAGE TO RENT CLAIMS-MADE � OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one arson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $2,000,000 POLICY❑ JECT PRO- ❑ LOC PRODUCTS-COMP/OP AGO $1,000,000 X PRO- $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 37 Peconic Trail, Riverhead,NY 11901; Severability of Interest(Separation of Insureds Included The General Liability policy includes a provision that requires 10 days written notice for non pay and 30 days written notice to the insured,insurance trustees and the building's mortgage servicer within the project before the policies can be cancelled or substantially modified for any reason. Certificate holder is additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 NY-25 AUTHORIZED REPRESENTA IVE Southold, NY 11971 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or *Co Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit IslandWide Energy LLC 106 Pacitie Blvd From:Town of Southold Long Beach,NY 11561-3869 PHONE:631-655-5058 FEIN:XXXXX3847 The location of where work will be performed is 5250 Vanston Rd.,Cutchogue,NY 11935. Estimated dates necessary to complete work associated with the building permit are from June 30,2020 to October 31,2020. The estimated dollar amount of project is $25,001-$50,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Anthony Maceroni,Ian Weygand Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP, or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned coiporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Ian Weygand,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge, information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I fiuther affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: O IiERE Eieiupti®n',;CeitificateNumber' ,' }a ,*ReQeived, 2020-40� 5"109' Jutt��_30t2020 ' ' #-• NYS Wn�ke s-�,Co}i>rt nsati®n.BOard' • •T .A 11.6wS� � c� k ,.I!'r'-M1 CE-200 01/2018 AP ROVED AS NOTED DATE: P B.P.# FEE: . BY: NOTIFY BUILDING DEPARTMENT AT " 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOOT- t 1G BOARD `361�TT1�L'D"TOWfVi�STEES N. . , OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL. INSPECTION REQUIRED 7 BARN X00 ff FLAN X 16,080 W 5Y5TEM 51ZE tiC9�Nfl�r j,, SCALE: 3/1 GI' = I I-0'I® LG MODEL L "L G335N I K-A5,335 WATT EA �92##SFODULE,66 4 x 40 O"W x 16"D v LSU L� HOU5U 9 D o ROOF SOLAR MODULE ARRAY- D, ACCESS 48 MODULES TOTAL JUL 2 2 2020 3G" LEGEND , 07 4 "`' I Inverter Location BLUDI .TG DEPT Any plumbing vents through the MSP Main Service Panel - ®LD roof are not to be cut or covered © SP Sub-panel for solar equipment 1n5tallation. UM Utility Meter Any relocation or modification of vent requires a plumbing permit and ® ACD A/C Disconnect o� Inspection. ® B Basement Location — ® V Vent U 48 MODULES J O ROOF 4�STRUCTURE ROOF"A" I Exterior PVC Conduit R/ z O RAFTER/SPACING 14" I-JOI5T-24"0 C < 0 ROOF PITCH 12 12 50LAP (f) LLQ D15CONNECT(5) z z RoofX ACTUAL SPAN 12'-5" SHEATHING- PLYWOODO > W AREA COLLAR TIES NA �- M!CROINVERTER � O X xxxxxxxxxxxzx TYPE/LAYERS Standing Seam Mtl (48)ENPHA5E IQ7 O XXXXXX X X INV z N ® Q `n Irpv Grounding Electrode FASTENER REQUIREMENTS KXXXXXXEX XXX_ XX uM AC D15CONNECT(S)I U TOTAL ARRAY AREA= 883 5F WIND LOAD ASCE 10= 41 5 P51'Max TOTAL UPLIFT= 4 1 5 P51F x 883 5F= 3G,G44 L135 0� FASTENER 50LAPMOUNT LAG SCREW SPEC 203 2,8104 (FLAT WASHERS REQ TO BE U5ED WITH LAG BOLTS) L()_CIDr LAG BOLT WITHDRAWAL VALUE, 5/1 G"DIA X 4", 2GG LB/IN X 2-IN THREAD MOUNTING BRACKETS AND HARDWARE MEET OR PP EXIST POU/ER PANEL U DEPTH= 532 LB CAP EACH NOTES EXCEED NYS CODE REQUIREMENTS FORTHE — MIN NUMBER OF LAG BOLT5 REQ = 3G,G44 1_135/532 LBS/LAG BOLT= G8 DE51GN CRITERIA FOR THE TOWN O TOTAL RAIL FEET,= 135 RAIL FT/G8 BOLTS= 2'-0" 1 An 16"wide clearing(free of solar equipment) 4 Weight of the Installed system shall THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF Q W MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X" USE 2'-0"MAX shall be provided along at least one side of the not exceed more than 5-p5f for WILL MEET OR EXCEED IRC 2015 AND A5CE W U - roof ridge on the same side as the solar photovoltaics and no more than 7-1 0 REQUIREMENTS Q > z — equipment or on another side of the ridge that G-psf for residential solar hot waterNOTE — Qlu THE PV SYSTEM HA5 BEEN DESIGNED TO MEET THE MINIMUM DESIGN does not have solar equipment on it In addition, systems Modules and panels and any mounting hardware provided shall withstand, M EX15T METER D N — az STANDARDS FOR BUILDING AND OTHER 5TRUCTURE5 OF THE 2020 NYS Uniform an 18"wide pathway(free of solar equipment) 5 Any plumbing vents through the without evidence of structural or mechanical failure, 1 5 times the design 0 n UI J O Code 2020 NYSUC, 2020 NYS Uniform Code Supplement 2020 NYSUCS,2020 shall be provided from at least one eave or gutter roof are not to be cut or covered load when tested as specified below The de5i n load Is to be 30 sf Z ( ( ) PP ( ) P 9 P C U Lu NYS Residential Code 2020 International Residential Code-2020 IRC), Lon Island connecting to that 18"roof ridge clearing for solar equipment Installation downward ositive)or upward ne ative) All lazin members shall be of G w ( ) 9 (p p ( g g g SYSTEM ONE LINE DIAGfZAM (TYP) Q W z Unified Solar Permit Imitative(LIUSPI),and National Electric Code 2014 2 Roof shall have no more than a single layer of Any relocation or modification of such strength to withstand these loads The modules, panels and any roof covering in addition to the solar equipment vent requires a plumbing permit and mounting hardware shall be factory tested under these loads for a period of SCALE NT5 Q J Z J 3 Installation of solar equipment shall be Inspection 30 minutes (Downward B upward forces shall not be applied simultaneously) s Q flush-mounted, parallel to and no more than BUILDNIG REVIEW NOTE / > Z N 6-Inches above the surface of the roof ROOF ACCESS AND PATHWAYS TOWN BUILDING PLAN5 EXAMINER HA5 REVIEWED THE ENCLOSED DOCUMENT FOR MINIMUM a- LU Q 8324 7 4 SINGLE RIDGE ROOFS Panels,modules or arrays Installed on roofs with ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN A5 SPECIFIED IN THE BUILDING AND/OR 0 RESIDENTIAL CODE OF THE STATE OF NEW YORK THIS REVIEW DOES NOT GUARANTEE COMPLIANCE UI O single ridge shall be located In a manner that provides two, 36 Inches access pathwalu ys WITH THAT CODE THAT RESPONSIBILITY 15 GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE extending from the roof access point to the ridge Access pathways on opposing roof STATE OF NEW YORK LICENSED DE51GN PROFESSIONAL OF RECORD THAT SEAL AND SIGNATURE HAS ~ L m TOTAL ROOF DEAD LOAD 10#/SF slopes shall not be located along the same plane as the truss, rafter, or other such BEEN INTERPRETED A5 AN ATTESTATION THAT,TO THE BE5T OF THE LICENSEE'S BELIEF AND � O L �_ O (ROOF)+2 SfE/SF(MODULE) framing member that supports the pathway All access valleys shall have a minimum of 18" INFORMATION THE WORK IN THE DOCUMENT IS 3 — ED 12 5#/5TOTAL on both sides of the valley CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE p ACCURATE P O RAIL INSTAL5TAL LATION GUIDELINES [L- PEP MANUFACTURE'S EXCEPTIONS SUBMISSION provided or where 'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW Date 3-17-20 REQUIREMENTS I Where an alternative ventilation method has been I' TO THE 5AFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE vertical ventilation methods will not be employed between the upper most 15 THE RESPONSIBILITY OF THE UCEN51E Scale portion of the solar photovoltaic system and the roof ridge or peak STRUCTURAL 5TATEIVIENT 3/1 G" = 1 I-0" 2 Structures where an access roof fronts a street, driveway, or other area Job # 20001 SEE DRAWING A-3 FOR STANDING SEAM ROOF THE EXISTING STRUCiUR°15 ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY THE CONNECTION DETAILS readily accessible to emergency responders PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT 4 SHEAR THE EXISTING RAFTER 3 One access pathway shall be required when a panel containing roof Is SIZES 4 DIMENSIONS CONFORM TO IRC-2015 TABLE 8802 5 1(1)-RAFTER SPANS Sheet No. located not more than 24-Inches vertically from an adjoining roof which CLIMATIC*GEOGRAPHIC DE51GN CRITERIA-TABLE 8301.2(1) contains an access WIND DESIGN SUBJECT TO DAMAGE ft_ GROUND w'"d frost WINTEP FLOOD AIP. MEAN Speoal Borne SEISMIC Garner SNOW Speed Topography Wind pebnz DE51GN WeaLhenn Une rm DESIGN nderlaymen HAZAP,D FP,EEZIN ANNUAL LOAD (mph) Eflects n Zone OATAGOR Depth a TEMP Regained INDEX TEMP SFE 20 PSP I3D B NO 2 O SEVERE 15 deg NA MNS 599 51 EYAAI s ' ' I G,080 W SYSTEM SIZES NEty LG MODEL LG335N I K,-A5,335 WATT EA. 39 7#/MODULE,GG 41 x 40 O"W x I G'D �p (2 2#/SF) vb HOUSE. SOLAR MODULE ARRAY- t 48 MODULES TOTAL r' ` 07 W Ln 56'-2" 2, RIDGE U —� OO CLI � QO O IRON RIDGE m ~ � Xxx VXVAXVXXWXXV cn w RAIL SYSTEM z Q z 0 > L o � 0 o z `v ti N V u VXXVXXXXXXA w xvU PHOTOVOLTAIC MODULE Ln� r Q O `o p w W U O Roof z Q z 61 o (0N � � U O Z AREA W W o-- Z BAIRN ISOO ff FLAN > _Z L W 0 sQ PHOTOVOLTAIC MODULE 0 O N o �/ w LL_ Q ��=� ;30 7 W 0o ROOF STRUCTURE ROOF"A" SCALE: 3/ 1 G11 = 1 '_011 Rldge = O= N o RAFTER/SPACING- 14" I-JOIST-24"O.C. RailL O ROOF PITCH. 12 12 p ACTUAL SPAN: 12'-5" 14N I-JOIST Date. 3-17-20 SHEATHING PLYWOOD cale: 3/1 G" = P-0" COLLAR TIES: NA Actual Span 2'-5" Job# 20001 TYPE/LAYERS- Standing Seam Mtl Sheet No. ROOF SECTION SCALE• NTS /�A% m 2 ti � T NE s Select a root seam profile lrOM the WUSIMIlons belONlo find I.nkS to OralUCt mforrnallon .-- .<.........d........_-w :�N..mW """43""•"""""""a"" "_"""" d.,-Ma.M...�..ma..,..�e...� aiRn,9 for S-51 clamps wmp t,ble v,,n your mf [ IIS , S1J2" tIR"^amt's Ftld ttTDwtDe Fdu c mpatnie[ramex px pa®u cranes: 1 L2" 1/V1i-/' esJ-s-S `SUG cs`E�s -__um �-t'cTv-t"-'"�5,� rr�cee �,mo>.s.F,x _,�c'^s•sw 1•l r I�, - _ .,a 2i✓;"TSam TTSeas l-1:'B:xen Cai TSsarr. 7 ] __ - ' Cnnpaba,cCbopc tiv cnin mm r I � �� -..1-_� ]'Ue S:S.^+ 1 C`".'y`:I:SRc c�i.•�ft{ S SmpM Fald i'DwC<=tld 1"SrupSesn ` r �� ,,,rr' C@mp2Wie Cbmpc Comptble C6mpI C=P2We Clvnps „y _, CmryAb!CFlamp, Cmn,—Cnmpt �Cm,Pa clamps —&—e v-v'-2mD: t�.it 11 r"5131+:.!4a: .-:L^..-L-8*�.1.'.11.^•.-°s. Q j- wmpenavaspe�lnesr.,m u,¢a,un J @p�sn up rsesm emmF�i..a+ar cercFl Ft,w'as — Cempa"b(sClnnpz CmnpLMe am"T CuvpalL4 aamu � ,` =cr u�-'G',a SXS"ems, eV ^•x.�,^-,.� SS.L,a-ti r..a5,m+^_tiY=rn h' Y '� 1 iM GX iSesemy9ase{-.v!W Tna6Y�reeKC �.sa ae+m ±I?Bai=nGWTS.eaz YTmP 3,p»Fotl 3'UanSmp se+m 1 I77 1 i COST Shitani ccy}S SS;✓esn M1�,�V."'-''M o.SStl5.5.11� O Cz �— ee,�:neteedmp, epmw*d>ti er,o,P. emnw,ma comesLu s16 eNet_ 2 EUW&a^,Cap 4L?Nvlil-y �i 5 _^ / `siizy c eea o t„m, cemww. vx wmu comp: l L f i v7) 7 �05�JNn� Li-A,5"S.W 15lt.e7 1C \� L L 2-17- 241e sS Fen 1-17"t£cam -j r —A--. o­_,wa_ comumde camp - I _..�. a f r �j� eTmSrY'e Fad Tlrryr CnuCkFdE C1'W JaSIe FrY O 172• {) 1712' �-�" cr-4'L^c '.,.. _PLL°wnR Ln 0 jLn U 781, U RAIL OYP) PHOTOVOLTAIC MODULE MOUNTING FEET POSITIONED — OVER ROOF RAFTER MEMBERS S-5-E IT Rldge PER MFG'S REQUIREMENTS (2x)tAB-125 ih ended Hole Top u Rall .r k 1 i ��0 } HOTOVOLTAIC MODULE m0 - Rafter IL w `•c Obs^ 1471n ;li .ssln Q N L° f w v X .50n • - .2�n - L/ U lD Roof Span -m �E; ,) uJ � � Scale 32 36,n f-- 1-- QIr E "X"(MAX FOOT SPAN) (2x)318-24TheadedHo �•441n z O W O ROOF SECTION(Typ) MAX SPAN BETWEEN MOUNTING Back te8 Front Right N 0 SCALE. NTS FEET=•411 Z u O RAIL IS DESIGNED AND WARRANTED BY THE MANUFACTURER FOR i.tan = t— ° = '`-'= cz L w PHOTOVOLTAIC MODULE SECTION `4 Q W z LOADS UP TO 50 LBS/SQ IT. (APPROX. 125 MPH WIND)WHEN alp _ +_______. r 1 INSTALLED AS REQUIRED BY THE MAUNUFACTUREP NOTE SCALE NTS 19& 0 J z t J l .38m .31n �1.9hn—•-� 0 0 6 Q NOTE:THE MOUNTING FEET MUST BE ATTACHED TO THE BUILDING FASTENERS SHALL NEVER EXCEED 48"BETWEEN RAIL 2 FOR STANDING SEAM SPECIFIC MECNAIaCAELOAD TW > z mroRManaa auD c2AMP lusTAturron taroRluAnou RAFTERS OR FRAMING(NOT JUST THE ROOF DECKING) USE 5/10 FEET PER MANUFACTURER PLGSVsn.Kvws•scou O O OR 3/8"DIAMETER LAG BOLTS AND DRILL PILOT HOLE FINAL MOUNTING BRACKET MATERIALS ARE TIGHTENING SHALL BE BY HAND ALL INSTALLATION PROCEDURES Gor INot- 1 t b F— _ O NON-COMBUSTIBLE IN ACORDANCE WITH PM2301 2 2 3 SHALL BE PER MANUFACTURER'S REQUIREMENTS. 1.S6EClamp w�am� O N x AND CONSIST OF ALUMINUM L BRACKETS 2.NIS-]25 Stdnlm Steel Hex Range Boll(I 3mm Socket) 3.3/824 Stairiess Steel Rand Pant Setscrew 1311 A Hex DmFe) = 1L 4 Example root :ma" ..,•><,.�,„:.,�,�,,,,,,,,,.„,,,, m Date- 3-17-20 Scale 3/1 G"= I'-O" Job # 20001 Sheet No - A-3 'L rN,;�=' g3''arR'".R,'•'•^'T"iww'^...^^4" 'm'A"Kf *'r*f ..°•"W"'.' ��'1�4'+" w '''a'���';r�s�,;'" �ap A;'�,',.•t.f•,,,a`5`I�'.rC�'"" '�:;,,r q`�Y'1•,��,°k'„',u^ '+u�j.',e,i.j”. ��s r7o I� 'N")'6 '§45,ti. .,�<"p.,S?�e rysn �;�� 'tV"•q•�, •��t rs�� �� ,r,p• ,�,� ,�f�� ^r wee . s•1 x c' t V,_t•' , a✓� ,.:yjd, •5 rb,t '�,t r h Fwblah'„"i i KP m:,i' ',` 1' •y'`�i'`Y'$"d +Y� LG340N1 C-A5 i LG335N1 G-A5 1 LG330N1 C A5 I `LG325N1 CAS• ` y F;, 340W 1335W 1330" VU 1325W The LG NeON°2 Is LG's best-selling solar module,The NeON®2 received the acclaimed 2015 Intersolar AWARD for featuring LG's Cello Technology,which increases power output and reliability and makes the NeONO 2 one of the most powerful and versatile modules on the market. ova G- FnFuie—k tr r 9fr Feature ” Enhanced Performance Warranty i I High Power Output LG NeON°2 has an enhanced performance Compared with previous models,the LG NeON°2 --=- " warranty The annual degradation has fallen from - --' has been designed to significantly enhance Its -0.6%/yr to-0 5%/yr.Even after 25 years,the cell output efficiency,thereby making it efficient even guarantees 2 4%more output than the previous I in limited space. LG NeON©2 modules. Roof Aesthetics -" i Outstanding Durability fJJ LG NeON°2 has been designed with aesthetics With its newly reinforced frame design,LG has - In mind,using thinner wires that appear all black M - • extended the warranty of the NeON°2 from at a distance. 15 years to 25 years,including labor In addition, LG NeON®2 can endure a front load up to 6000 Pa,and a rear load up to 5400 Pa Improved Performance on Sunny Days Near Zero LID(Light Induced Degradation) ;` ®k LG NeON®2 now performs better on The n-type cells used In LG NeON®2 have sunny days,thanks to its improved almost no boron.This leads to less LID(Light temperature coefficient. Induced Degradation)right after Installation. About LG Electronics LG Elect—rs Is a global big player,mmmrned to expanding Its operations wth the solar market The company first embarked on a solar Pnergy source research program In 1985,supported by LG Groups vas,expederce In the sem-conductor,LCD,chemistry and materials Industries In 2010,LG Solar successfully released Its firs MorW series to the market,which is row available In 32 coumnes The NeONI(previous MonoXT NeON),NPOWZ NeOW2 BiFacial won the"Intersolar AWARD"In 2013,2015 (0LG and 2016,wh ch demorsrtes LG Solar's lead,innovation and commitment to the Industry Il LG NeON82 LG340N1C-A5 I LG335N1C-A5 I LG330N1C-A5 ILG325N1C-A5 Mechanical Properties Electrical Properties STC* Ceus` 6x10 Model I LG340I4IC-A5, 16335N1C.A5I LG330141C-A5 '102514ICA5, I Maximum Power(Pro [yV]� 340 335 330 375 Cell Vendor' US Cell Type Monocrystalline/N-type )MPPVoltage(Vmpp)• M 345_341 337 33.3 iI,MPPCllrrent Im (A]' 986 5.83 980 977 [eilDrmensions-•.�' _ 1617x1617mm/6mrhes ( Pp) _ _ =offlusbar ' 12(Multi Wire Busbar) I Open Cacmt Voltage(Vac), •M 411 I 410 40.9 I 408 i'Dimensions(LxWx H) - 1,686 x 1,016 x 40 mm bShort Circuit Current(Isc) ,[A] 1053 L 1049 1045 1041 198 19�19�— ___ _ 6638x40x157in Module [%) Frontload„ 6,000Pa/125 psf* I Operating Temperature [°C] -40-90 Rear,Load _ 5,40OPa/113 psf* i Mawmum System Voltage [VJ 1000(UJIEC) ;•Weight° '` �18kg/39681b I'Mawmuth Series Fuse Ratmg• [A]5 20 ConnectorType• MC4(MC),PV-JM601A(JMTHY) 11"PowerT [%]olerance 0-+3 Junt6on Box '• IP68 with 3 Bypass Diodes •STC(Standard Test Condition)Irradiance 1000 Wlm;cell temperature 25°C,AM 1 5 cables 1,000 mm x 2 ea/39 37 in x 2 ea The nameplate power output Is measured and deterrnired by LG Electrarics at its sole and absolute discretion Glass' - Tempered Glass with AR Coating The Typical change in module efficiency at 200 W/m'in relation to 1000 Witi is.20% (Frame;. AnodizedAlumimum •Please refer to the irsalladon nrrual for the de-ails, Electrical Properties NOCT'r' Certifications and Warranty Model LG34,OTC•AS LG335N1C45 .L633ONlC-AS• LG315N1GA5 IEC61215,IEC 61730-1/-2 I,Maximum Power(Pmax) •[W]• 251 247 243 240 '`°• ' .° UL 1703 IL.MPP�V.It_age Nmpp) _ M' 31 9 315 31,2 30B ,'Certifications - IEC 61701(Salt mist corrosion test) MPl P[urrent(lmpp) '•[A]' 786 783 I 7111 778 r I. I,Open Cncunyoltage(Voc) [Y)i 383 382 381 360 ' IEC 62716(Ammonia corrosion test) 150 9001 )Short Circuit Current(Isc)',[A] 847 1 844 I BAT I 838 'Module Fre Performance • Type1(UL 1703) "NOCT(Nominal Operating CeGTemperature)•Imadlence 800 WOW,ambenctempemture20 wind speed 1 m/s 'Fire Rating, _' Class C(ULC/ORD C 1703,IEC 61730) Dimensions(mm/inch) Product Warranty _ 25 Years Output Warranty of Pmax LinearWarranty" •1)1 styear 98%2)After 1 styear O SY,arnual degradanan 3)86%for 25 years Temperature Charactenstics I NOCT ;, '°[ °C] 45 t 3 s 'Pmax � [%/°C] -037 Lvoc�: pvc]-�_ -027 Isc �[W-C]I 003 (ria Nan,46, Characteristic Curves g^ 100ow 3 1000' • - - mowm•o lxa.laa RAW Boo fi - - • -• L. •1 5005 400 r 409,IIV 200 i.,,...H-...........-.........200W....�. <,u<i.«� i� R Otl _ t00 200 ----W 300 ` 400_f 500 VOltage(V) 4 i 147 E120 � ise co WL Pmax 40 e" 9� 111 -- - -- - - --- -- - - - - - -- n 20 0 _ _r_TemPvarueCO) , 40 25 0 50 75 90 •The d stance between the center of the mounting/5rourdirg North America Soler Business Team, Product specifications are subject to change eijthout notice O O L LGElectroniaUSA I c I DS-NS-60-C-G-F-EN-80308 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 ° ©2018 LG Electronics Ail rights reserved. Life's Good Contact Ig solar@lge con w1'wvlysalan;sa.com ''i4 S-5-E (2x) M8-1 .25 Threaded Hole Top o O �'�`";:ti 3..e i`.}4 _vim •� - .- - - .63in j }fi jY .50in .28in Scale 3:2 -36in -�—I .49in (2x) 3/8-24 Threaded Hole Back Left Front Right K 4 0 la, � 1 !............. w........................ ......._... 1 .18in ..... ........................................_............_..................... _. ........_............................... ..............-. o .31 in .."------"" ---.-................................... ..._..... - . ............................................................................ ..................._....._.................................................. .98in .38in .31 int 97in 1 .59in 2 FOR STANDING SEAM SPECIFIC MECHANICAL LOAD TEST INFORMATION AND CLAMP INSTALLATION INFORMATION PLEASE VISIT:WWW.S-5.COM MATEML 6061 T6 Al METAL ROOF INNOVATIONS,LTD 8655 TABLE BUTTE RD EST ASSEMBLY WEIGHT• ® COLORADO SPRINGS,CO 80908 General Notes: 3 0.2091bs The Right Way! 719-495-0.518 1 . S-5-E Clamp 7,94950045,FAX, SUPPLIED HARDWARE• M8-125 x 16 nen BOG T� 2. M8-1.25 Stainless Steel Hex Flange Bolt 13mm Socket /-4 IrILI(24 °°5� s-s E ( ) SCALE 1.1 DRAWING NO E03-6 18-D DrsnwN Kati Kadakas 1']0/1712016 3. 3/8-24 Stainless Steel Round Point Setscrew (3/16 Hex Drive) EST WEIGHT 4. Example roof CtamP 0-1645Ibs SS®PAOD ClB AREPROTECIED HYM ATLP EUS AND FOAEIGNPATHMH Setscmw 001001bs N OURWP MATWWWS-SCOMFURCOD1PtM1 FORMATIONONPATPN13AN RADEktARP4 Bolt-O 0345 Ibs Sing,le Phase Inverter with HD-Wave' Technology M for North America SE3000H-US / SE38OOH-US / SE5000H-US / SE6000H-US / SE7600H-US / SE10000H-US / SP 1400H-US solar-..: _HD,_,, O solar•... ,��aV9.me 0 7 , � ® ® ® • 00,00 h • v ox � • v ux oil � Optimized installation with H®-Wave technology ® Specifically designed to work with Q Extremely small power optimizers B Record-breaking efficiency © Built-in module-level monitoring ® Fixed voltage inverter for longer strings p Outdoor and indoor installation ® Integrated arc fault protection and rapid shutdown for Y Optional: Revenue grade data,ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) ® UL1741 SA certified,for CPUC Rule 21 grid compliance solaredge.com sola ® Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US SE300OH—US, :ee eee eee .ee ecceSE11400WILIS OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min-Nom-Max ✓ ✓ ✓ ✓ ✓ ✓ ✓ (211-240-264) Vac AC Output Voltage Mtn-Nom-Max ✓ ✓ _ ✓ Vac (183-208-229) AC Frequency(Nominal) 59 3-60-60 59; Hz Maximum Continuous Output 125 16 21 25 32 42 475 A Current @240V Maximum Continuous Output - 16 - 24 - 485 A Current @208V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power @240V 4650 5900 1 7750 1 9300 1 11800 1 15500 17650 W Maximum DC Power @208V - 5100 7750 - 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240Ve1 85 105 1 135 1 165 20 1 27 305 Adc Maximum Input Current @208VZ - 9 - 13.5 - 27 Adc Max Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 992 % CEC Weighted Efiiciency gg 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <25 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12 20 Optionall3l Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 69012 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22 2,Canadian AFCI according to TI L M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG DC Input Conduit Size/4 of Strings/ 1'Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch 17 7 x 14 6 x 6 8 /450 x 370 x 174 213 x 14.6 x 7,3/540 x 370 x 185 in/ (HxWxD) mrr Weight with Safety Switch 22/10 1 251/114 262/119 38.8/176 Ib/kg Noise <25 <50 dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+60td>(-40°F/-40°C opt(on)6l F/°C Protection Rating NEMA 4X(Inverter with Safety Switch) 0 For other regional settings please contact SolarEdge support m A higher current source may be used,the inverter will limit its input current to the values stated m Revenue grade inverter P/N SE)=H-USOOONNC2 (4)For power de-rating information refer to httpsJ/wwwsolaredge com/sites/default/fiies/se-temperature-derating-note-na pdf 51-40 version P/N SE)o=H-US000NNU4 O SolarEdge Technologies,Inc All rights reserved SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc Ali ®�� other trademarks mentioned herein are trademarks of their respecnve owners Date 03/2019N01/ENG NAM Subject to change without notice �r = I RON RI DGE ' ��.-y'LI'ld�� 1(ip ,o i '2 r ^1'I 7 , i _c, • - { " 1j n1'`1 LJ `t,h .6LA.1TM/I�®A6Y1hnlQ.._.........._..._..�._......-..... ._...........�....._..........._____..._..._...�...._.�.........�._.�.._..«.-_............_..._................................_................._..._..._._...� IN S MA.MNGS ______2 3 .'.�I�1.Ok.1l..S.�1.SES. .-.______.._. _..._._.........Y.._....�....�...� 2dPLAOE_�AILS416KORE-M LES—_ .CAS ._. _ ......�_______.._.__._.�._.._..... ..._..___._._._._._..._._.__...._�_.r....�_._._ � JUMPER .ELF_CM=L.JD1A aBM_._...__._....__.__._..._ i L HOS?_!_______._ ._ 9 KND EN 10 VIfJ.Ei CLIP_;a.r ; yE S USI Ni a"'E�1ypd(�$ �OINVJFRS ORUNPQaIyERAG MQDULES _ 11 SYS S USINSTORAGE PRODUCTS 12 MAdMLESS_ ULE.. I IllIOfZL�LE—C._Q PATIBILI'_Y �►QODULE COMPATIBILITY 14 .M0.Q=_ AsLOOIlLE COMPATlB1 T—y __ �lE COMPAIBILITY 17 This manual describes proper installation procedures and provides necessary standards required for product reliability. Warranty details are available on website.All installers must thoroughly read this manual and have a clear understanding of the installation procedures prior to installation. Failure to follow these guidelines may result in property damage, bodily injury or even death. IT IS THE INSTALLER'S RESPONSIBILITY TO: • Ensure safe installation of all electrical aspects of the array.All electrical installation and procedures should be conducted by a licensed and bonded electrician or solar contractor. Routine maintenance of a module or panel shall not involve breaking or disturbing the bonding path of the system.All work must comply with national, state and local installation procedures,product and safety standards. • Comply with all applicable local or national building and fire codes,including any that may supersede this manual. • Ensure all products are appropriate for the installation, environment,and array under the site's loading conditions. • Use only IronRidge parts or parts recommended by IronRidge;substituting parts may void any applicable warranty. • Review the Design Assistant and Certification Letters to confirm design specifications. • Ensure provided information is accurate. Issues resulting from inaccurate information are the installer's responsibility. • Ensure bare copper grounding wire does not contact aluminum and zinc-plated steel components,to prevent risk of galvanic corrosion. • If loose components or loose fasteners are found during periodic inspection, re-tighten immediately. If corrosion is found, replace affected components immediately. • Provide an appropriate method of direct-to-earth grounding according to the latest edition of the National Electrical Code, including NEC 250:Grounding and Bonding, and NEC 690:Solar Photovoltaic Systems. • Disconnect AC power before servicing or removing modules,AC modules,microinverters and power optimizers. • Review module manufacturer's documentation for compatibility and compliance with warranty terms and conditions. -i a, UL 2703 LISTED COOT us #5003807 Intertek • Conforms to STD UL 2703 (2015) Standard for Safety First Edition:Mounting Systems, Mounting Devices,Clamping/ Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels. • Certified to CSA STD LTR AE-001-2012 Photovoltaic Module Racking Systems. • Max Overcurrent Protective Device(OCPD) Rating:125A • Max Module Size:202 i • Max Frameless Module Size for Canadian LTR-AE:i19.5 ft2 • Module Orientation: Portrait or Landscape I • CAMO Specific Allowable Design Load Rating:50 PSF downward,50 PSF upward, 15 PSF lateral • LTR AE Canadian Load Rating:2400 PA • System Level Allowable Design Load Rating:meets'minimum requirements of the standard (10 PSF downward, 5 PSF upward,5 PSF lateral).Actual system structural capacity is defined by PE stamped certification letters. CLASS A SYSTEM FIRE RATING PER UL 2703 • Any Roof Slope with Module Types 1,2,and 3 • Any module-to-roof gap is permitted,with no perimeter guarding required.This rating is applicable with any third-party attachment. • Class A rated PV systems can be installed on Class A, B, and C roofs without affecting the roof fire rating. WATER SEAL RATINGS: UL 441 &TAS 100(A)-95(FLASHFOOT2,ALL TILE HOOK, KNOCKOUT TILE) •Tested and evaluated without sealant. •Any roofing manufacturer approved sealant is allowed. Ratings applicable for roof slopes between 2:12 and 12:12 I , STRUCTURAL CERTIFICATION • Designed and Certified for Compliance with the International Building Code&ASCE/SEI-7 FLORIDA PRODUCT APPROVAL#FL29843 r • Conforms to TAS202,TAS100(A) • Approved for installation both inside and outside High Velocity Hurricane Zones(HVHZ) • Allowable design pressure up to'+100/-100 PSF • Additional details on Approval can be found Bete.. 1 e o " ",' . r I Product markings are located on the Grounding Lug bolt head. ' I I i I O 1 © B I eff PRE-INSTALLATION IRONRIDGE COMPONENTS ❑ Verify module compatibility. See Page 13 for info. AC TOOLS REQUIRED ❑ Cordless Drill (non-impact) ❑ Impact Driver(for lag bolts) XR Rail Bonded Splice L-Foot ❑ Torque Wrench (0-250 in-lbs) y Q 5/16"Socket _ �j �,_ ❑ 7/16"Socket FlashFoot2 UFO and Stopper CAMO ❑ 1/2" Socket Sleeve ❑ String Line TORQUE VALUES ❑ FlashFoot2 Lag Bolts(7/16"Socket):Fully Seat ❑ Banded Splice Screws(5/16"Socket):20 in-lbs 8" Bonding Jumper Grounding Lug Expansion Joint ❑ Grounding Lug Nuts(7/16"Socket):80 in-lbs ❑ Grounding Lug Terminal Screws(7/16"Socket):20 in-lbs s ❑ Universal Fastening Object(7/16"Socket):80 in-lbs End Cap Wire Clip Flush Standoff ❑ Expansion Joint Nuts(7/16"Socket):80 in-lbs ❑ Flush Standoffs(1/2"Socket): 132 in-lbs ❑ Microinverter Kit Nuts(7/16" Socket):80 in-lbs i ❑ Frameless Module Kit Nuts(7/16"Socket):80 in-lbs Microinverter Kit 3/8"Bonding Frameless ❑ 3/8"Bonding Hardware Nuts (7/16"Socket):250 in-lb's Hardware Module Kit ❑ All Tile Hook Lags(7/16"Socket): Fully SeatJ� ❑ All Tile Hook Carriage Bolts(7/16"Socket):132 in-lbs ❑ Knockout Tile Lags (1/2"Socket): Fully Seat Frameless All Tile Hook ❑ Knockout Tile Nuts(1/2"Socket): 132 in-lbs End/Mid Clamp All Tile Hook Flashing ❑ Flat Roof Attachment Nuts(9/16"Socket):250 in-lbs !� o eoo � 4 B using FlashVue or previous version of:FlashFoot,Integrated Grounding Mid Clamps,Grounding Lug,End Clamps,and Flat Roof Membrane Expansion Joints please refer to Alternate Components Knockout Tile Addendum(Version 1.3). Attachment Flashing p 0 0 0 - - DOM 0 c�t 1_7 For composition roofs, refer to FlashFoot2 install instructions on page 9. For tile roofs, refer to All Tile Hook - - - - - - - - - - --- - - - -- and Knockout Tile install instructions on page 9, For flat roofs, refer to Flat Roof Attachment install instructions on page 10. When using approved third party attachments, refer to manufacturer's install instructions.1, 9 Tested or evaluated third-party roof attachments: • Anchor Products-U-Anchor • S-51 Standing Seam Metal Roof Clamps-Certification of metal 9 E) roof clamps Includes bonding to both painted and galvalume metal roofs.Tighten S-51 and S-5!Mini set screws to 130- 150 In-lbs(a 24 gauge)or 160-180 In-lbs(22 gauge)roofs. Tighten 8-51 M10 bolt to 240 In-lbs or S-51 Mini MS bolt to 160 In-lbs.Use the following fastening guidelines for other S-51 roof clamps: ProteaBracketTM-firmly seat roof screws and tighten hinge bolt to 2251n-lbs;RIbBracket7m-firmly seat roof screws and tighten M8 bolt (M8-1.25 x22mm sold separately)to 160 In-lbs;and SolarFoot7m-firmly seat roof screws and tighten M8 flange nut to 160 In-lbs. • EcoFasten Green Fasten GF-1 Anchors • Rooftech RT-MInI-Attach to L-foot using 5/16-18x 1.2511 stainless steel bolt and nut torqued to 132 In-lbs. • QuIckMount PV Roof Mounts OMLM/QMLM-ST and Tile Hooks ok -Tile Hook attaches to XR Rail using 3/811 Bonding Hardware Kit torqued to 250 in-lbs. I • Quickscrews Solar Roof Hooks,Ejot Aluminum Roof Hooks,unfrac creotecc Tile Hooks,or Solarhooks-Attach to XR Rails with L-Foot or 3/811 Bonding Hardware Kit torqued to 250 In-lbs. • Pegasus Comp Mount-Attach to XR Rail using 3/811 Bonding Hardware kit torqued to 250 In-lbs. A.CONNECT SPLICES 4N 611 Inside Rail Use Bonded Splices,when needed,to join multiple sections of rail. Insert Bonded Splice 6"into first rail Torque to and secure with two self-drilling screws, spacing them 20 In-lbs approximately 1"apart and tightening to 20 In-lbs. Slide second rail over Bonded Splice and secure with two more self-drilling screws. 9 Rows exceeding 100 feet of rail must use ExRanslon Joints. 9 For XR10 and XRIGO rails,Insert screws along the provided fin". 9 Refer to Structural Certification letters for rail splice location requirements. 9 Screws can be Inserted on front or back of rails. B. PREPARE HARDWARE Slide square-headed bolts into side-facing rail slot. Space out bolts to match attachment spacing. Preload and Space 9 Tape ends of rail,to keep bolts from sliding out while moving. Square Bolts 9 if using T-bolts,carry hardware onto roof and proceed. C.ATTACH RAILS Torque r 26 lbs Drop rail with hardware into roof attachment. Level rail at desired height,then torque to 250 in-lbs. 9 Rail can face either upslope or downslope on roof. Insert T-bolt in top-rail slot and torque hex nut to 80 In- Use with one solid or stranded copper Ibs. Install a minimum 10 AWG solid copper or stranded wire,conductor size 10.4AWG Terminal Screw grounding wire.Torque terminal screw to 20 In-lbs. (20 In-lbs) 4 Ground Lugs are only needed on one rail per continuous row of O IL/ modules,regardless of row length(unless frameless modules are being used,see Page 9. 9 If using Enphase mlcrolnverters or Sunpower AC modules, Grounding Lugs may not be needed.See Page 9 for more Info.1 Nut 9 Grounding Lugs can be installed anywhere along the rail and In _(eo ln•lbs) either orientation shown.If Installing lug underneath modules __ m In areas with ground snow loads greater than 40 psf,place lug within 4 Inches module frame edge. A.SECURE FIRST END A ®� Place first module in position on rails,a minimum of 1" from rail ends. Snap Stopper Sleeves onto UFO. Fasten module to rail using the UFO,ensuring that the UFO is UFO hooked over the top of the module. Torque to 80 In-lbs. �(8oln-lbs) 1"From Stopper 9 Ensure rails are square before placing modules. Rall End` Sleeve 9 Hold Stopper Sleeves on end while torquing to prevent rotation. y 9 If using CAMO Instead of UFO+Stopper Sleeve,refer to Page 6 for CAMO Installation procedure. B.SECURE NEXT MODULES B Place UFO into each rail, placing them flush against first module. Slide second module against UFO.Torque to 80 In-lbs. Repeat for each following module. 9 When reinstalling UFO,move modules a minimum of 1/16" so UFO UFOs are In contact with a new section of module frame. (80 in-lbs) 9 When UFOs are loosened and re-tightened,ensure UFO T bolt bottoms out In rail channel before re-torquing UFO to achieve full engagement between T bolt and rail. 9 If using Wire Clips,refer to Page 10. C.SECURE LAST END C Place last module in position on rails, a minimum of 1" from rail ends. Snap Stopper Sleeves onto UFO. Secure UFO Clamps on rails, ensuring they are hooked over top UFO of module.Torque to 80 In-lbs. (80 In-lbs) 9 Hold Stopper Sleeves on end while torquing to prevent rotation. / 9 Repeat all steps for each following row of modules,leaving a, minimum 3/811 gap between rows. 9 If using CRMO Instead of UFO+Stopper Sleeve,refer to Eggs 6 for CAMO Installation procedure. A.SLIDE INTO RAIL B. PLACE MODULE Slide CAMO into rail channel far enough to clear the Place module on rails(module cells not shown for module frame. CAMO requires 6"of clearance from end of clarity).When installing CAMO the module can rail. overhang the rail no more than 1/4". CA C. PULL TOWARDS END D.SECURE TO FRAME Pull CAMO towards rail ends,at 45 degree angle, so the Rotate handle with an upwards motion until CAMO bonding bolt contacts the module flange edge. snaps into rail channel. Ensure CAMO bonding pins are fully seated on top of module frame. f w i FRAME COMPATIBILITY CAMO has been tested or evaluated with all,modules listed in the Module Compatibility section having frames within the referenced MotluleGlass%Celts' dimensions. Be sure the specific module being used meets the 'dimension requirements. 4 For installations with Hanwha 0 CELLS modules with. mm frame heights, Fame Compal bTfy f x=t2-22mm the maximum ground snow is 45 PSF(33 PSF module pressure). Y=15- ao mm 9 CAMO Is not compatible with Canadian Solar modules. r'; x F, 8" Bonding Jumper is an electrical bonding jumper that.6an be used on the Flush Mount System for row to row bonding; making the module frames the medium for the equipment ground path. +. s. Q Bonding Jumper is pushed onto the bottom flange of the motlule. �, ,r, , , +t?N" New QNew Jumpers should be used if reinstallatlOn Of jumper IS required. 2Y•., r �" y. a: Y;;.."�^41,. 4, 4 Supports bottom flange thicknesses from 1.2mm to 3.1mm. i GROUNDING STRAP EXPANSION JOINT Grounding Strap Expansion Joints are required every 100'of continuous rail to allow for thermal expansion and contraction of the system. Insert Bonded Splice 6"into first rail and secure with two self-drilling screws, spacing them approximately 1"apart and tightening to 201n-lbs.Assemble and secure Grounding Strap 3/8"from rail end. Slide second rail over Bonded Splice leaving 1"gap between rails.Attach other end of Grounding Strap with hardware and torque hex nuts to 80 in-lbs. Q Remaining Bonded Splice screws are n2t used with Expansion. 4 Only one Grounding Strap Is required per break In row of modules. 4 Do not install modules over expansion Joints. II 3/8"from Rail End Torque to 80 in-lbs Fully Seat Tek Screws 1"Gap Insert Splice 6" Into Rail No Modules Over Gap 00 00 One Bonding Strap Per Break In Array I 71 I I ' '4t e'. h ZO 7r,, { :`f I O - - - - - -- - - - - - - - — — = — —- - - - - O E(qO - - - - - - - - - - - - - -- OUFO r Grounding Lug" Fault Current Minimum 10 AWG CAMOGround Path Copper Wire' Bonded Splice (Rail Connection) 8" Bonding Jumper(Alternative row to row bond)** *Grounding Lugs and wire are not required in systems using certain Enphase microinverters or certain Sunpower modules. Equipment grounding is achieved with the Engage cable for Enphase or the AC module cable system for Sunpower via their integrated EGC. **The use of the 8" Bonding Jumper eliminates the need for row to row bonding.A minimum of one grounding lug per continuous array is required for earth ground. f Locate roof rafters and mark locations on roof. Drill 1/4 pilot holes and backfill with approved sealant. Slide \� flashing between 1st and 2nd course of shingles, ensuring � ���t� 'a , flashing doesn't overhang the downhill shingle. Line up <'� with pilot hole and insert supplied lag bolt with washer through flashing. Fully seat lag bolt. Place Cap onto � � � flashing in desired orientation for E/W or N/S rails and rotate 180 degrees until it locks into place. Q Rail can be Installed on either side of FlashFoot2 Cap. Q Standalone FlashFoot2 manual available on website. Remove tile and mark rafter. Position base over rafter, adjust arm if necessary and torque hardware to 132 In-lbs y (11 Nibs). Use base as guide to drill 1/4"pilot holes, back r°rqu fill with roofing manufacturer's approved sealant,then I insert lag bolts and tighten until fully seated. Replace tiles fter / and notch as necessary to ensure proper fit.Attach rails to /• '`lM�'I either side of slot using bonding hardware and torque to; � 250 In-lbs(21-ft-lbs). Q Position arm near the center of valley for curved tiles. /Fully Position arm away from seam of joining flat tiles. ighten Until �Ensure top of hook does not extend above rail. Seated r. Torque 250 In lbs IronRldge offers an optional aluminum deck flashing.Refer to AllTile Hook Flashing Installation Manual.Other approved flashing / �� -�` methods Include user supplied adhesive backed flexible flashing. Q Standalone All Tile Hook manual available on website. I Orient Base to desired position Tighten until fully seated Remove tile and mark rafter. Use base as guide to drill 1/4"pilot hole and fill with roofing manufacturer's approved sealant. Insert lag bolt with bonded washer through base and drive until fully seated. Insert Tile Replacementft Flashing, lower onto base and apply ressure over the �'. = i/ / threaded post until it dimples the flashing. Place L-Foot over dimple and tap with hammer to punch threaded post through the flashing. Ensure punched pieces of flashing ,�� are cleared away. Form flashing as needed to sit flush surrounding tiles, position L-Foot in desired orientation Ham"° and torque hardware to 132 in-lbs(11 ft-lbs).Attach rail''to j ���n 14 either side of L-Foot with bonding hardware and torque to 250 In-lbs(21 ft-lbs). 4 Base can be Installed In any orientation relative to rafter. ; Q Ensure L-Foot does not extend above rail. Q If deck level flashing Is required,approved flashing methods Include user supplied adhesive backed flexible flashing. / , N;� / Torque a Q Standalone Knockout Tile manual available on website. �' i�321nln-lbs ' "f Flat Roof Attachment can be used with an L-foot for flus I mounting modules on low sloped roofs. Mark locations for Flat Roof Attachment. Screws should be installed Flat Roof L-Foot Attachment 250 in-lbs symmetrically to each other. If using a membrane flashing, Hardware remove the silicone washer's protective liner prior to attaching the membrane.Attach L-foot with washers and 3/8"hardware torqued to 250 In-lbs(21 ft-lbs). Seal attachment and/or membrane per roofing manufacturer's Membrane Flat Roof requirements. Flashing Attachment 9 Type,size,and quantity of roof screws to be specif led by Structural Engineer.Fastener size not to exceed#15. 9 Membrane flashing available for TPO,PVC,and KEE roofs.Ensure membrane flashing is compatible with existing roofing material! 9 If membrane flashing Is not used,only washer on top of L-Foot Is required. 9 Standalone Flat Roof Attachment manual available on website. �. End Caps add a completed look and keep debris and pests from collecting inside rail. Firmly press End Cap onto rail end. , 9 End Caps come In sets of left and right.Check that the proper f— amount of each has been provided. } %` .�-0', ;�� v r _ ',�'a` -a'�t� 9•r;r} N'` 4� �,Fx, 'w � •,I� , Wire Clips offer a simple wire management solution. Press Clip Snap Oil Into Slot Closed Firmly press Wire Clip into top rail slot. Run electrical wire through open clip. Snap closed once all wires have beena placed. " �. ® I� Q ;x�' AFL&; iF°• <;a,' �P ,s"F'z"�' tl,n ��w Attach Standoffs to roof locations with lag bolts(not included),Place flashing over Standoff.Attach L-Foot on / �1321n lbs �\^ (11 ft-@s) Standoff washer with hardware.Torque to 132 in-lbs(11 ft-lbs). .,� i Fleshing 6 I Provided by C 3 others Use IronRidge's Microinverter Kit to bond compatible microinverters and power optimizers to the racking system. One Mcroinverter Kit Required � Insert Microinverter Kit T-bolt into top rail slot. Place (80 In-lbs) compatible microinverter or power optimizer into position and tighten hex nut to 80 In-lbs. 4 If Installing In areas with ground snow loads greater than 40 psf, Install MLPE devices directly next to module frame edge COMPATIBLE PRODUCTS Enphasigi M250-72,250.60,M215-60,C250-72,S230,S280,IQ 6,IQ 6+,IQ 107,IQ 7A,IQ 7+,10 7X,Q Aggregator Dacfnn MIG240,MIG300,G320,G640 Solar Edge P300,P320,P340,P370,P400,P405,P485,PS05,P600,P700, P730,P800p,P800s,P850,P860 SMA RoofCommKlt-P2-US,TS4-R Module Retrofit Kits(TS4-R-S, TS4-R-0,TS4-R-F) Ingo Access Point(TAP) TS4-R-X(where X can be F,M,0,or S) On AP systems equipment, TS4-R-X-DUO(where X can be M,0,or S) remove Grounding Washer TS4-A-X(where X can be F,2F,0,0-DUO,or S) AP Systems QS1,YC600 4 Remove Grounding Washer on AP Systems QS1 and YC600 Two Microinverter Inverters before Installing to XR ralls. lets Required --- - (801n-lbs) 4 Remove the Stainless Steel Clip on Tigo-"A"MLPE Devices before attaching to XR rails. 4 Use the number of IronRidge Microinverter kits allowed by the MLPE mounting flange.Some will require 1 kit and others 2 kits. t_ IronRidge systems using approved Enphase products or,SunPower modules eliminate the need for lay-in lugs and field installed equipment grounding conductors(EGC).This solution meets the requirements of UL 2703 for bonding and grounding and is included in this listing. COMPATIBLE PRODUCTS Sunnower Modules with model Identifier Ab-xxx-YY and InvIslMOunt(G5)46mm frame;where"A"Is either E,or X;"b"can be 17,18,19,20,21,or 22; and"YY"can be C-AC,D-AC,SLK-C-AC,or BLK-D-AC. as Micr oin erters M250-72,M250-60,M215-60,C250-72,and Engage cables ETXX-240,ETXX-208,ETXX-277. 4 A minimum of two Inverters mounted to the same rail and connected to the same Engage cable are required. 4 The microinverters or Sunpower AC modules must be used with a maximum 20 A branch rated overcurrent protection device(OCPD). 4 If an AC module is removed from a circuit for maintenance,you must first disconnect AC power and then Install a temporary EGC to bridge the gap by Inserting an AC extension cable(or via other NEC-compliant means),In order to maintain effective ground continuity to subsequent modules. I � " PHAZR Use IronRidge's Microinverter Kit to bond compatible microstroage devices to the racking system. Insert Microinverter Kit T-boltinto top rail slot. Place compatible microstorage into position and tighten hex nut to 80 In-lbs. ~\ COMPATIBLE PRODUCTS t1s� �1 Mioroinvertet Kii \ / (80 I-lbs) l PEHAAZZR n '1Devices PHAZR-X,where X is 6.12. �\\ Solpad Solpad Inverter model SI-1k Sol pad Battery Storage model SB-2K Solped Junction Box model SJB-4k ~� Q Running a separate equipment grounding conductor to the PHAZR or Solpad devices Is not required. 4 If installing In areas with ground snow loads greater than 401psf and Solpad underneath a module,Install PHAZR and Solpad devices as close as Two sea of two possible to module frame edge. Microinverter Kia (60 in-lbs) 4 Solpad may only be Installed on XR-100 and XR-1000 4 Solpad may only be Installed with modules having a frame thickness of 35mm or greater. I 4 Use the number of IronRidge Microinverter kits allowed by the microstorage mounting flange.Some will require 1 kit and others 2 kits. :e Insert Frameless Kit T-bolt in top rail slot. Place star washer over T-bolt, allowing it to rest on top of rail. Secure module clamps with a hex nut and torque to 80 Star r ae Washer " In-lbs. COMPATIBLE PRODUCTS Sunforson Sunforson silver or black SFS-UTMC-200(8)mid and SFS-UTEC,- !. 200(8)end clamps. I• SauWsius -- Sunpreme silver or black mid and end clamps with part numbers 7500105X where"X"Is 1,5,6 or 7. Ironrl gg z1 r IronRidge silver or black mid and end clamps with part numbers \E--Module Clamp FMLS-XC-001-Y where"X"Is E or M and"Y"is B or blank. - (so in-lbs) Grounding Lugs \ Required _o_n_Every Rail S? Follow module manufacturer's installation Instructions to Install the module clamps. 9 Frameless modules require using a Grounding Lug on every'Fall. 4 For Sunpreme Modules only:If required to use slide prevention hardware,see Module Slide Prevention Addendum(Version 1.10). ,�y