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,; suiTOZCd Town of Southold 2/25/2016 04. 0,z' P.O.Box 1179 1' 53095 Main Rd #.146, #0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38117 Date: 2/25/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 350 Track Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-12-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40336 dated 12/10/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Blados,David&Sally of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40336 2/3/2016 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD ;0o° cad BUILDING DEPARTMENT TOWN CLERK'S OFFICE iss% � � SOUTHOLD, NY ri, Saof 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#: 40336 Date: 12/10/2015 Permission is hereby granted to: Blados, David PO BOX 228 Cutchogue, NY 11935 To: Install roof mounted solar panels as applied for. At premises located at: 350 Track Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-12-3 Pursuant to application dated 12/4/2015 and approved by the Building Inspector. To expire on 6/10/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Bur - -: -ctor ;a d Form No.6 TOWN OF SOUTHOLD ;-0 BUILDING DEPARTMENT , TOWN HALL 1 765-1802 1 APPLICATION FOR CERTIFICATE OF OCCUPANCY su; s ail. 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. „j' 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. 'i'i' 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. r 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-existingBuilding- $100.00 ,i, 3. Copy of Certificate of Occupancy-$.25 j', 4. Updated Certificate of Occupancy- $50.00 , 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 , Date. New Construction: Old or Pre-existing Building: (,, (check one) Location of Property: 50 ,(�( v �'- 1 CC, ` AC M / , House No. ` Street Hamlet Property:Owner or Owners of Pro e TCW 10' `Ct.( OS Suffolk County Tax Map No 1000,Section 10 3 Block 10- 7) Subdivision Filed Map. Lot: ` ` Permit No. Cf 0 ' o ' Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: i , Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) ,'! ,a, Fee Submitted: $ 50 " c ./ - Applicant Signature ' //'�� iii „_ /oooi•olF Sao:4,- Town Hall Annex � ® : Telephone(631)765-1802 54375 Main Road % ; Fax(631)765-9502 %P.O.Box 1179 2 Southold,NY 11971 0959 mi..�l �®,,�1� roger.richertAtown.southold.ny.us �CouNT ..' .....,0•5 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Blados Address: 350 Track Avenue City: Cutchogue St: New York Zip: Building Permit#: 40336 Section: 103 Block' 12 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: - DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New X 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 NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment 14.49 KW Roof Mounted Photovoltaic System to Include, 46 - 315 W Panels, 1-SE 6000 and 1-SE 7600 Inverters,Combiner Box, 1-AC and 2-DC Disconnects. Notes: • Inspector Signature: r 1 Date: February 3, 2016 Electrical 81 Compliance Form.xls D-33 LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 - (631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail: Ics4d(a�aol.com Saturday, February 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter- Forty six(46) 315 W P. V. Roof Top Solar Pane_l Array, 14.49 kW Total Output,for Blados Residence—350 Track Avenue Cutchoque, New York 11935 I have reviewed the solar energy system installation in the subject topic on 01/30/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, OP // Luigi Claudio Sciandra, Professional EngineerOrl OF NEW yb eo` C sC►gtir.it01°r Nteli (Vali' L [ECSir .� ... �Z•- =`, •,...0,.„4„ 609351 �GQ/ f f B 2 5 2036 OFEss,00,• � BUILDING DEPT. TOWN OF SOUTHOLD ohO4�OF SO(/Tike '4031 ' f44:1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i64/06 Gl< DATE 2P(/‘ INSPECTOR CZICr-612 ) • FIELD INSPECT-4(5N I EFO1 DAA r s' FQUN7:IA. 'SON(1ST) liiillillIllMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , — u ai. . M . g) FOUNDATION'(2ND) • .._..�.�-.- r ' • gi I • 4g . . . . . . • ROUGH FRAMAIG,& _ ..."'„ Z. ._,.- . R. . 1 _ rr _ txl INSULATION PER N,Y. -..,..— • . . E H STATE ENERGY CODE , • , , . . .. , , 1111► • • • • ANAL \' - . • J• •. J . •• k . . .. ' FINAL ' , vP,Il ..��.`. , • / re.0 a 116, Iz." •, P--J— I , ' . / to_ , t 1c ceiu6 'cake _. . _ . 1.'1 i - ) 1 Mei ,ib.• . • ' . r• J r ra .' I x ,;its i" , 'I'' 1, ,td TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 4BUILDING DEPARTMENT Do you have or need the following,before aptiiying?` ; , s , TOWN HALL i Board of Health 'i,,,','1- r; SOUTHOLD,NY 11971 4 sets of Building Plansi TEL:(631)765-1802 Planning Board approval '1; ;"' , FAX:(631)765-9502 Survey pp ! / :; SoutholdTown.NorthFork.net __PERMIT NO. Ll lV/ - Check � �;q 1, 1,'I i Septic Form •t — I I +!1 N Y.S.D E.0 it I Trustees t$`' ;, Examined ,*, 6-\) �j I o0 J✓ + Flood Permit ,' ( Storm-Water Assessment Form I UEC — 4 '2015 ii , Contact:G(2s f 11 nici vi s S 6S Lb Approved / t/ 0 - 1A nil to. _ , :,A ' Disapproved ale . :L I; ',FPI -- -\ St I.. £' "• k t..ct°',� �, n(i` ',f;l C Phonefli U, Expiration �19 20 .;e �,^/ Buildin � 'ctor _?''i _ i / i$J' , I NQC APPLICATION FOR BUILDING PERMIT Date .20.'' ' INSTRUCTIONS i 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 maj 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 I f no zoning amendments or other regulations of ectirig;the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit foi ah addition six months Thereafter,a new permit shall)be required ,r 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 t'' 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 A''' , (Signature of applicant or name,if a corporation) : I /11 0 Duvr\pl_ ke , fk-k0- 1 -WC_ frk.L4 (Mailing address of applici it) ;ti. \t C\LJ r State whether applicant is owner,lessee,agent;architect,,engineer,general contractor,electrician,plumber or builder �tku�8 Plc, _ ,, Name of owner of premises ,°' , , (As on the tax roll or latest deed) - if applicant is a corporation,signature of duly authorized officer ,i (Name and title of corporate officer) "'l 4 Builders License No. tik& 1 Plumbers License No. , Electricians License No. 5d,Le gOi M' ',i, Other Trade's License No. ; ' 1. Location of land on which proposed w ork will be done: ti: 350 Truc.K. .- C.(ANc,h0elU,C, House Number Street Hamlet : ' County Tax Map No. 1000 Section 10 'S Block l Lot 3 Subdivision Filed Map No. Lot r., ,l1:1! I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: .';i° a. Existing use and occupancy ' b. Intended use and occupancy , I� 3. Nature of work(check which applicable):New Building Addition Alteration .`:,i, 2 Repair Removal Demolition Other Work ,''Y' ' I. (Description) 'i;i„ 4. Estimated Cost Fee j ,i (To be paid on filing this application) `i 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. -' I 7. Dimensions of existing structures,if any:Front Rear Depth 4 'i 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 arc situated ' 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO J (�Will excess fill be removed from premises?� �YES NO , Names of Owner of premises-'�U1`d- 'J`CitAddress 8 SJ) i0 P one No.�� �v _ 0-3,) S- 14. Name of Architect L• S,CIGr(1✓.- Address 'S A Phone No L a(— �3 a5�� Name of ContractorJ- \ VVI L f\C(!VCJ -1 Address-NW (Aft l' hone No. (,-))i' 11 LIU I) 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ' *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES.D.E.C.PERMITS MAY BE REQUIRED. '! 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. , 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO 4 *IF YES,PROVIDE A COPY. , STATE OF NEW YORK) cx co SS. ' C p4 s r � y Z ale n( 1, 1 n((/G being duly sworn,deposes and says that(s)he is the applicant Q a U u (Name of individual signing contract)above named, < 2O ^ = o 9 Q t.u. .0 (S)He is the �l `rAt Q )17 , Uh Q h m (Contractor ,Agent.Corporate Officer,etc) Z C . Qz o ti c of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application. Q. o m .$ that all statements contained in this application are true to the best of his knowledge and belief,and that the work will he Q- Z . performed in the manner set forth in the application filed therewith. cx z E Q U Sworn to before me this 0 2 //�� RA.4 day of (v w 20 i ' Notary Public e7 ignature of Apricant Scott A. Russell °suc ' ;,.���- ate-; �'7C'�0�][�M[\�V.A\'�C']E]�� SUPERVISOR o �� MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 M 53095 Main Road-SOUTHOLD,NEW YORK 11971 yi �� Town of Southold .. 0• , CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET: ( TO BE COMPLETED BY THE APPLICANT ) • DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: i. (CHECK ALL 1 1-11,1 APPLY) Yep No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. '! 00 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. • 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal" erosion hazard area. ! 0 . Site preparation within the one-hundred-year floodplain as depicted' on FIRM Map of any watercourse. 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square, feet or more, unless prior approval of a Stormwater IVianagement: 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 Nine, 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. - _= _ _ = S.C:I.i\I. 1000 Date —71 I APPLICANT iPropctn-O,n r De„gn Ptofe�,terul Agent Contretot Other) D NAME Owl AgiL �0s ctnct 2 la- 1 45 ==-Sect ton Block Lot ate^ I 3� ��� ���( FOR BUILDING, DEPARTMENT USE ONL.I Con ct Iu;ormauon yI `� 111 T.i.pharc,ua.1- I Rei'eyed Bv• r ,) A D/e. /3-L-1-1, :' Property AcicIress/ Location of Construction Work• 350 "TI IC Appi o\erl rot pI ocessing Building Pei mit S Stoirmater Management Control Plan Not Regwled. Ctl / u� ��' VV ��CI 3, ❑ Stoi nr•.ater Management Control Plan is Requited. (Forn ilii to Engineering Department rot Revic.«) FORM 4 SMCP-TOS MAY 2014 _ — — • *Of S0# o4 , I,.Thor Town Hall Annex Telephone(631)765-1802 54375 Main Road � � • � � P P.O.Box 1179 fi 1,1 (b31)765- 5Q2.', roger.richerttownsout�io .riy.us Southold,NY 11971-0959 !�'� �O' Ns BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: (0\1C '�( n'nDate: IDIXj �iS '• Company Name: do e 'Ji Name: 1 fA f� Nl l e'111 License No.: -6-( Address: 7 4-10 Sc t 0- - • Phone No.: ( 179 - q-00 JOBS1TE INFORMATION: (*Indicates required information) *Name: I l j)( �1C DS j *Address: 350 ra C L_ Me- *Cross Street: *Phone No.: L \ - 74 o- Q 3 a` Permit No.: `-(03 Tax•Map District: 1000 Section: 10 3 Block: I 02— Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do•you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other " *New Service: Re-connect Underground Number of Meters Change of Service Overhead, Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form CONSENT TO INSPECTION T', 9 i l I, f , 1 ` (LO1 L`J `C1 , the undersigned, do(es) hereby state`. Owner(s)Name(s) That the undersigned (illiare) tip owner(s) of there Wises in the Town of Southold, located at ,3j 4 racx._ �� C_.0 noc-)u( _ which is shown and designated on the Suf lk County Tax Map as"District 1000, Section 1,0 3. Block la--, Lot That the undersigned(has)(have) filed, or cause to be filed, an application in th& Southold Town Building Ins ectoi's Office for the following: 5 ./ puY'l it11 That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: (01LS (Signature) (Print Name) (Signature) (Print Name) ��,�• �pF so!,o Town Hall Annex ►► ~c., ® : Telephone(631)765-1802 54375 Main Road * Fax(631)765-9502 P.O.Box 1179 cia Olpct. Southold,NY 11971-0959 yCOUNT1,� •" February 18, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Blados,350 Track Ave, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification letter stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40336— Solar Panels • 04). 614CC fy EEECTP1CAL INSPECTiON aEQUIRED APPROVED AS NOTED DATE: �� �.P.# 33 Lp FEE: .S ifflI O BY:- ��_�_._ NOTIFY BUILDING DEPAR nc T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED PURSUANT TO CHAPTER 236 FOR POURED CONCRETE OF THE TOWN CODE. 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 -SOUTHOL-n Tnin a D c .Y .DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY P r , LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol.com Thursday, November 26, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Forty six(46) 315 W P. V. Roof Top Solar Panel Array. 14.49 kW Total Output,for Blados Residence—350 Track Avenue Cutchoque, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site VisitNerification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x8"Douglas Fir rafters at 16"on center,2"x8" Douglas Fir ceiling joists at 16"on center,2'x4"Douglas Fir collar ties at 48" on center, with 23°roof pitch for array#1, 16°roof pitch for array#2, 17°roof pitch for array#3. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: - The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Arrays# 1 -3, Dead Load: 2.6 lbs/sq. ft. • 1 Total Weight of Array#1: 1111.12 lbs Total Weight of Array#2: 606.44 lbs Total Weight of Array#3: 432.72 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, Claudio Scian•i , P. E. (, of NEVA y'C JAG\G SCLANO�iR'f v y St�� 60935'1. e %FESSIo►, 2 -4 1 ''-1 i i . r,i,„1, ,4,i,,,:r,J J J j I 1 I• , , 'Ilir,I iv'-',t't ' ittri,j1141,'!' .11, 1 1. 1 1 'i,„,EIJ,\IRtrIi '40 , . 0,4.,-, • ,,k,41.-.,:, ' , . ,, . ..11 .,.,,,I(J,kP 4 solar% - 8, 8 z ,,,t,,,,o, ,. tik l'.' . ' 1 ,r`ii'11 •li 5 i51',1 1;550.1'1,, ,IV,`Wqr,.. ' • it' ri 5 ' ' l'I'',;i5,A,V1 4'. ' 1 I 1''''',''' ,,tVi'•f, •l'','" .:1Y' '1• ' ''''' ':.1 il 1. 'llir , :- `,`;',14; 1,, ,:, .',', ' , , • "pm' ' 4)1 SolarEdge Single Phase Inverters :i'i0l„;,,‘:,,,,,1,1,.1,' iti,c . ,i „." , L.J.1,1, _ i I 1,,4-1 ',if! t'lL',, I 1 ! 1 ) 11.3, For North America ., r,sill.!:f , f,,,,, it . 1;4', - SE3000A-US/ SE3800A-US/ SE5000A-US / SE6000A-US ,. 1 '.:1 1. t!)-' iliiA i II ,,! ,1!,:,,5700;1111.7:-i , ,.4,41 I 'ii:` i,' Itt,..'v. . ,,. . .1,I,i. ''*'i'll'11:1,1 " ' .,, 1. .. „?- , ', ;11 it ,44,,tlii,' fizl ,,---11,,'; ,', ,Ift , ' '”'' ''i iitt ',.4.4.,,,i '111 Ij , , . ,.. .. 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I. r , , . . , , if ' The best choice for SoiarEdge enabled system's . , 1 ' r . t - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending ih'"-y").1,:: •, Superior efficiency(98%) . ' ,',: • I II . . ,,,,,,L- • -, • , Small,lightweight and easy to install on provided bracket , „ ., : ' . -,:. •• - ' .'", ',- - , ; .•.r..I - Built-in module-level monitoring ", , . i . 11 qii. . - Internet connection through Ethernet or Wireless ., :' ' ' , ' '' I ,, •it ''',, ' Outdoor and indoor installation : . , , . , • - Fixed voltage inverter,DC/AC conversion only ,. , - , - , . , •,, ., ,. ,', '',- 1 , , . . ' Pre-assembled AC/DC Safety Switch for faster installation - . , _, . -------------- : USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar , ...,ii ` ,t Single Phase Inverters for North Ameri f' .® , ;t. a, 1 SE3000A-US /SE3800A-US/SE5000A-US/SE6000A-US . . SE3000A-US SE3800A-US SE5000A-US SE6000A-US OUTPUT ' , , I Rated AC Power Output I 3000 I 3800 I 5000 I 6000 I VA 5200 @ Max.AC Power Output 3300 3800 /5500 i 240V,8V 277V I 6000 VA AC Output Voltage Min.-Nom-Max.* ✓ J 183-208-229 Vac - AC Output Voltage Min.-Nom-Max.* J 1 ✓ ✓ 211-240-264 Vac AC Output Voltage Min.-Nom.-Max.* I 244-277-294 Vac AC Frequency Min.-Nom.-Max.* I 59.3-60-60.5(with HI country setting 57-60-60.5) Hz 25 @ 208V/ Max.Continuous Output Current 16 @ 208V/ 16 @ 240V 23 @ 240V/ 25 @ 240V/ A 14 @ 240V 20 @ 277V 22 @ 277V GFDI I 1 I A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT Recommended Max.DC Power**(STC) I 3750 I 4750 I 6250 I 7500 I W Transformer-less,Ungrounded I Yes Max.Input Voltage I 500 I Vdc Nom.DC Input Voltage I 325 @ 208V/350 @ 240V/400 @ 277V I Vdc Max.Input Current I 11 I 11.5 I 18 I 18 I Adc Reverse-Polarity Protection I Yes I Ground-Fault Isolation Detection I 600k0 Sensitivity Maximum Inverter Efficiency I 97.8 I 97.7 I 98.3 I 98.3 I CEC Weighted Efficiency 97.5 98 I 97.5 @ 208V/ 98 97.5 @ 240V/ 240V,277V 98 ea 277V Nighttime Power Consumption I <2.5 I W ADDITIONAL FEATURES ' ''! I Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) STANDARD COMPLIANCE - i Safety I UL1741,UL1699B(Part numbers ending in"-U")r UL1998,CSA 22.2 I Grid Connection Standards I IEEE1547 I Emissions I FCC part15 class B I INSTALLATION SPECIFICATIONS , I AC output conduit size/AWG range I 3/4"minimum/24-6 AWG I DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG AWG range Dimensions with AC/DC Safety Switch 30.5 x 12.5 x 7/775 x 315 x 172 30 5 x 12.5 x 7.5/775 x 315 x 191 in/mm .(HxWxD) Weight with AC/DC Safety Switch I 51.2/23.2 I 54.7/24 7 I lb/kg Cooling I Natural Convection I Noise I <50 I dBA Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version***-40 to+60) °F/`C Range Protection Rating I NEMA 3R I "For other regional settings please contact SolarEdge support "Limited to 125%for locations where the yearly average high temperature is above 77°F/25°C For detailed Information,refer to http//www soiaredee us/files/pdfs/inverter do oversizing guide pdf '' CAN P/Ns are eligible for the Ontario FIT and microFIT ii et).{ I .t.,, i'. I I tii , ( IS F t f,.iyrlc �� t 1 I I E ' IET� C.'6°:- 6 sunst' Ro FI S 11 I j I P C i Oil I r 1.-I i L-1,,,l , � ( I; : ' i I iII 1 I1 Ili i i 1 ' . ' l' t ©,So r e Technologies Inc Alt rl¢is resented.SOLpRED ,the SolarEdge�a�o,0 TI IZED BY SMARM'GE , t { S Ta ` , I. are trade'ia(ks re'stand tr'bden erks:of&ot jrEdge it inol gIes,Inc.All Cher Irad a}ks,mentined.herein i are ademarks o h lr respectrvelow er i.(bata 0%2013.V.01!S bject to range without notice. ' i _ ___ II ,� r. ) lJi I 4 '1 t i .I I I i t i( f.. I y . I. t is rj �� 1. ' }v 11 1 -j- t Innovati/...)L i,,t Ls . .,„„,. : v. on Tor . ; t i 1'Lifes Good aBetteit Le' ,I .'1'1 :.fes1.:4'i l r ., • AI r t• lti{ '1 , .ffiliSEMMW _ x _ -, � i3.7di"C lf 7.;.,ry - t,n til{ n1, . •r _ � i T,-- yF� ='•1---7-..;4 '-�"t'tf : ' ilME .1.E LGi"2 -i. ,,> ,c- a LG's new module,LG NeON""2,adopts Cello technology Cello technology replaces 3 busbars with 12 thin wiresrrAPPROVED PRODUCT �` to enhance power output and reliability LG NeON '2 V E 3 ! demonstrates LG's efforts to Increase customer's values EC OED,es ''� c4' " � beyond efficiency It features enhanced warranty,durability, tD Intertek ," X1,564573 55506715 performance under real environment,and aesthetic viatpva,atrt a ,, design suitable for roofs PIA riEnhanced Performance Warranty High Power Output Jrniii LG NeON""2 has an enhanced perrormance warrantyg@g©0' - Compared with previous models,the LG NeON'"'2 1 The annual degradation has fallen from-0.7%/yr to 8B11�� has been designed to significantly enhance its output 0 6%/yr Even after 25 years,the cell guarantees 2 4%p MN efficiency,thereby making it efficient even in limited space more output than the previous LG NeONT"modules ON, Aesthetic Roof Outstanding Durability 0 oeLG NeON'"'2 has been designed with aesthetics in mind, With its newly reinforced frame design,LG has extended 0111 thinner wires that appear all black at a distance ION the warranty of the LG NeON'2 for an additional }}111 FF4444 The product may help increase the value of 2 years Additionally,LG NeON O 2 can endure a f,ont a property with its modern design load up to 6000 Pa,and a rear load up to 5400 Pa- ,Better Performance on a Sunny DayDouble-Sided(Cell Structure LG NeON"•'2 row performs better on sunny days thanks fl©. llni { / The rear of the cell used in LG NeON"'2 will contribute to to its improved temperature coeffiaency ����� generation,lust like the front;the light beam reflected from I the rear of the module is reabsorbed to generate a great amount of additional power About LG Electronics LG Electronics is a global player who nes been commic,ed to expnedinn its capacity eased on:clar rne-gy bu.-nrss as its future growth engine We embai led on a solar energy source research program in 1985,suppe'ted by LG Groups rich e•penence in semi-conductor LCD chematn/,and materials industry We successfully released the first Mona X.series to the merest in 2010.which were erported to 32 countries in the rollow,ng 2 years,viereatter in 2C12,LG VeGV'(ptevw.Ali known as Mono X"NeON)woo"r,tersoiar Award^,which provee LG is tie leader of Innoraoon in the industry • LG10 ria 2 LC331SN,C;G4`, Mechanical PropertiesL Electrical'Properties(STC*) Cells 6 x 10 Module Type 315 W Cell Vendor LG - MPP Voltage(Vmpp) 33.2 Cell Type Monocrystalline/N-type MPP Current(Impp) 9 50 Cell Dimensions 156 75 x 156 75 mm/6 inches Open Circuit Voltage(Voc) 40 6 ii of Busbar 12(Multi Wire Busbar)* Short Circuit Current(Isc) 10.02 Dimensions(L x W x H) 1680 x 1 000 x 40 mm Module Efficiency(%) 19 2 _ 64.57 x 39 37 x 1 57 inch Operating Temperature(°C) -40-490 Front Load 6000 Pa/125 psf Q Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf CI Maximum Series Fuse Rating(A) • 20 Weight 170±054/3748:1 1 1 ibs Power Tolerance(%) 0-4-3 Connector Type MC4,MC4 Coinpauble;IP67 •STC(Staneard Test CondiUan)Iread,ance 1000 VV/m°Module Temptrande 25•C,AM 15 Junction Box P67.with 3 Bypass Diodes •The nameplate pater output s measured an;determmnniby,C•Ere;tre^40 at as sole and absdue dscream, •Tne typesf change m maw a efficiency et 200 Win'n relatton to 1000 Mr&1-7(1Y, Length of Cables ' _ 2 x 1000 min/2 x 39 37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties.(NOCT-*) Certifications and Warranty Module Type 31S11U Maximum Power(Pmax) 230 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30 4_ _ _ _ IEC 62716(Ammonia Test) MPP Current(Impp) 7 56 I_EC 61701(Salt Mast Corrosion Test) Open Circuit Voltage(Voc) 37 5 ISO 9001 Short Circum Current(Isc) 8 08 UL 1703 •NOCT(Nornns.0perat ny Cel Tem9e.a0 rel hrad,anre 000'dirt; amtien)n mperatse 20•C t'n d cpeed l rats Module Fire Performance(USA) Type 2(UL 1703) __- Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 1?vears Ci, __ MIN Output Warranty of Pmax _ Linear warranty' •i)1,t lea,50%2)0/ter 2ndyea-061.pain,//aidm-ada:0r,3)026%'or25years -1 Temperature.Characteristics I il-11' �� i NOCT46±3°C � �I I I 1/ 1/ M� Pmpp -038%/°C i 1.11 Voc -a28%PC Isc _ 003`rV'C ;^; �• - Characteristic Curves 1- lj i ri I 100N I. + '°. 1000 . 80011/ e ea I--, C aa \ - 2.. sr , t vntos°m `\ ;G r.1 ^i 000 sin- 10'00 1500 0400 7500 3000 35'11 4000 4500 111/ 10 1 r 5 a 3 b , I Es 11 g: 'j _ L' to 0o ra... 1 so "I j I. III I I� �� EI ir1� XI .,!I,I ° J t .cwe aj + s; t -.0 -35 0 ]5 50 3 20 .The dedeme he^+•Cel the Confer of the mat.L,Md//30.^.01,n31156'.1 f �� Nun,A.•r-erca Solar CusmessTeam P•cduct specificaCons are subject to mange without notice El !.G Electronics U SA1n[ DS-N2-50-C-G-F-EN-50427 rill 0 Lif0.5 Good 1000 Sylvan Ade•Ei:glel+rood Cliffs,No 07632 „Jr Copyright©2015 LG c ectronics All eights reserved. Innovation fora Better Life Contact_tgsolartge.com 01/04/2015 r www)gsoiarti$a Cam0 rte' %st�11.31 11:,15_6..::"1 • : �r,.'.;-)1 IRONRIDGE - Roof Mount-System �- XR I�:,il — _T_ __ _ ___ XR10 Rail XR100 Rail XR1000 Rail Internal Splices i``-y --------------4.5 '-'.--..-_____--,....„.... ...: --..: 1,-,---, liktkia .'.• - ,.'•_l1 A low-profile mountingrail The ultimate residential A heavyweight" "- - p mounting All rails use internal splices �- ,ri-,`1 for regions with light snow. solar mounting rail. rail for commercial projects for seamless connections. -',."'� 7 '1 •,6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws t,,,, ., r • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails ' L-'- `^ --S', • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered r `• �' p` "i` _ J. ,i. --- Attachments -- - — y.V, FlashFoot Slotted L-Feet Standoffs Tilt Legs se"-i. 4 k: ---7F-7 ,„ r �i r4 ' - -r_„'-_'• _w.f- �..__: - - j. am_ -' ' _ --y - °'?a -- -_.- Anchor•flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired 31 with all-in-one attachments attachment. systems to various heights. angle,up to 45 degrees • Ships with all hardware • High-friction serrated face •Works with vent flashing •Attaches directly to rail, • IBC&IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod.finish • Lengths from 3"to 0" • Fixed and adjustable Bs-nit in,'solat's toughest loafs. Clamps&Grounding ------- IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and proven in extreme environments. End Clamps Grounding Mid Clamps(n T-Bolt Grounding Lugs 3 Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced[lashings,and is also why our products ate fully certified,code compliant-and backed by a 20-year warranty. • : 1 r,"---iI: • ,f� Ft�- _ �� ��i n7,7-1Strength Tested 4":'— PE Certified " , I :;,o L...., -• —J--f_ _ t ., J,1 -r IL•_��1 II All components evaluated for superior �.�'j Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and LJ structuralperformance. L`-- ,,_,; available in most stales modules at ends of rails. in the middle of the rail rail's top slot organized look for rails • Mill finish&black anod. • Parallel bonding T-bolt Easy top-slot mounting • Snap-in Wire Clips � ,_--. • Sizes from 1 22"to 2 3" • Reusable up to 10 times Eliminates predrilling • Perfected End Caps rrt Class A Fire Rating r"="1 Design Software • Optional Under Clamps • Mill&black stainless Swivels in any direction • UV-protected polymer IL t tory, {I Certified to maintain the fire resistance 1 i Online tool generates a complete bill of l.....:-.-..:.. .` ratingof the existingroof. ,:‘,--=.....,-� --- Fine Fiucource5 ----— — - -- Materials In minutes Design Assistant y A y NABCEP Ce,tilled Training tr,�:;-i--.- Integrated Grounding !r! ��-��;,.: ( 20 Year Warranty I, Go from rough layout to fully •a 5' Earn free continuing education credits. S(fes, UL 2703 system eliminates separate t_ � Twice the protection offered by. _ _ engineered system.For free. A c�a while,learning more about our systems. i' ;^�, i - 4 Go to lronRidge.condrm w Go to l'onRidyc.coniltrn inini module grounding components E-____.:_ compators. ._.-..�...`.- __ ._..-._...-_ -7--.7-7--7,_- e-._s;-_. .7 .fit..°�M ti,._.�''A.'�n',j�i".^"u•,-1\iv 3=::-��i" ▪ .-5'r`^ d d''r/ n--..--,-----ic* iir Jn'tert ; AUTHORIZATION TO MARK Installation Overview `I Install Roof Attachments ._ n •Install appropriate roof flashing and/or standoff for root type. This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) •Attach L-Feet to flashing or standoff. Covered section when made in accordance with the conditions se!forth in the Certification Agreement and Listing ----- Report This authorization also applies to multiple hsteo model(s)identified on the correlation page of the Listing Report ri:),1 Prepare Rail Connections --- --- This document is the property of Intertek Testing Services and is not transferable The certification math(s)may he =1 C3 applied only al the location of the Party Authorized To Apply Mary - •Insert splice into first rail,then secure with Grounding Strap and self-drilling screw. I ., Applicant. IronRtdge,Inc Manufacturer, IrenRidga,Inc. •Slide second rail overs lice,then secure with opposite end of I Address 1495 Zephyr Ave Address 1435 Baechtel Road p pp ' Hayward,CA 94544 wdMs CA ss49B Grounding Strap and self-drilling screw -' i Country USA Country: USA — Contact Yann Schwarz Contact Jim Norsworthy _ Phone. (800)227-9523 phone (800)227.9523 t��I Mount&Ground Rails (------'(510)225-0973 L:_f - , FAX• (707)459.1833 FAX' (707)459.1833 •Attach rails to L-Feet and level rails - .37i. 1 Email. yschwarzer ronridge corn Enroll. )norsworthyaironndgo corn n - I •Install one Grounding Lug per row of modules - Party Authorized To Apply Mark' Same as Manufacturer _ ' Report Issuing Office. Lake Forest.CA = •hn.i.•11%-•,I Aa r •Connect Grounding Lug to grounding conductor Control Number 4007559 Authorized by —" "- for_Thomas J Patterson,Codification Manager - ErL CLASSIFIED ?i l Install Modules&Clamps - aus •Install first module using End Clamps and Grounding Mid Clamps •Install additional modules using Grounding Mid Clamps i _ _ Intertek Finish row with a second pair of End Clamps ;� J This document supersedes all previous Authorizations to Mark for the noted Report Number n>n.T«....,ev..6aw.4..,w,..,,,,taw,«..cma.4m.pwrt.bw LwawL1b the cm.44.44>.4w2rewnwi ww,om Wen..am a,n«:n 4e4,wane re,ar.rcari:„ 'A.bwc,nvE rn.[ms spa!WM/b Lb We,W,•,rt cabb•CM.in Wow,waWIN,awawoM•b.n,bw m4 cod um,obworoe ev.sas.eioci ha.rL.4Mb Lb,OVr be Ch. rmce awy.qa.azulm el Intl Nc,oicd,M la 3i.44 end Owl vryb n evMs l ci.10 tt41 b1M1.iiia Testing&Certification r^ LW n re Naar.4awOn 4w O Ts,b nb•-fryfurtWL 12 of car Mxsa NIL V vs,s�4wad,ermmntol•,-•bwdmatmlarwCW1v4 sm.moot LW IN.r,,..:, .we,i,we evir..s..Aaa<_,.4•b,.wro..:a..:.,.a�m�rberw.alaiberbn;a'tniwaat,aaldmC.,v...�,,3,,.wax,. ' Module Frame Compatibility �aan,rw'w ,,a,.,,.11, M.o,awauwrn*.,nCwvwieaai,.L,.nP.,.,ac, The IronRtdge Integrated Grounding Intortuk Testing Services NA Inc System has been tested'and certified to 7 515 Cast Algongwn Road,Arlington Heights,,IL 60005 Dimension Range Telephone 800-3J5-3851 or 047-439-5607 Fax 312.263.1672 UL 2703 by Intertek Group plc: — -- _ A 1 31 Omm-51 Omm Standaid(s), UL Subtract 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Piste UL 2703 is a proposed UL standard " B 5 OBmm(minimum) Photovoltaic Modules and Panels.Issue Number.1.October 4,2010 for evaluating solar module mounting My module harms whose parameters are not listed in the Product XR Rails with Integrated Grounding and clamping devices.It ensures these provided IaSin have not been tested for compatibility Brand Name. NIA _ devices will maintain strong electrical and Models. 51.610D-005,51.61GO-0058.51-5000-001 and 51-05-001 - mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and I environments. 72-cell solar module frames with boX construction and a range of anodizalion thicknesses The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compatble with the standard,including temperature and IronRtdge Integrated Grounding Systam. . humidity cycling,electrical and mechanical - load testing,and manufacturing qualityL'1 _ l,�l 41 iJ it 0II17 Ciel e.4 C,i:"lilf7 reviews. ATM for Report 101541132IAX•002 Page 1 of 3 ATAI issued,10-ttov2014 in 133.4 n..,s3/ib-daffy - f,.Y_t_i�1� _ _— _ -... -/,';',F'•"7' F"',-� _"'� rant�iit 0. �•.vra—\ IRONRIDGE --- XR Rail Family M �IVI_-__ I Starling Madison Lofquist, Inc, - -,hierng 5r,u,rural s.,,1 sort masa ng.n,r Sala:Is blot Etiiw;v3 Sunny 5224 South 39'5 Street,Phoenix,Arizona 85040 - .,, tel:(602).438-2500 fox:(602)438-2505 www.smfeng.com . $F Over their lifetime,solar panels experience countless ��+�^� �- . extreme weather events Not just the worst storms in years, "'��.«� "y+. ar 'S. `a but the worst storms In 40 years High winds capable of f_ e: � ��+y „ - IronRidge June 16,2014 ripping panels from a roof,and snowfalls weighing ' -..W0 '? ""A' ; 1495 Zephyr Ave Page I of II enough to buckle apanel frame f 9 �-+ � �":1/214.14.41.1 ��+:�' I Lryward,CA 94544 XR Rails are the structural backbone preventing �r-3:.' ';ef_'"�•� ( � t� !•r -.,ice ��j �'�`�T•'�a7���'G�"Cw these results They resist uplift,protect 'e,^- ;?'`' ',1.---- r=?:),( ,..,,, ,,_a 4 �ij Attn Mr.David P Taggart,Vice President I ioducts against buckling and safely and efficiently --<`-C ' -,,,r,...1�.,-,':,-Tr :--��' 3�i ?t Nf transfer loads into the buildingstructure f,-" ;, .;�.r. i,`"'''.1',','-.:.".1e..( C:'`)� -- r-a[" Nti Subject IronRidge XR 10 Rail,Roof Flush MountingSystem-Su r\n:d tips i s r� r-- 1 -,--, J Y Y Their superior spanning capability •^g-',•, f. _ _,f; �j', requires fewer roof attachments, -- :,--•:::-.-„, - j`; `it- 4y'"-; 1( • 'Y,== =1r-;' reducing the number of roof • t,=•`..-‘1,'.-•'I ' -- s'' t_-, tf' •i- ,y' --ai- -3E'___F, penetrations and the amount ;',, `: ; +- ml <a Dear Sir of installation time. ` `'-'~=-'-•:a,",/., -..,....P,.--...,:-- _ -1L- -l( - f- 1, ,,_ - %3 - , r-'",,=%.;•'te �_ .it� \s c have anal red the IronRid e\R If)Rail for the sub sct solar module support s)stem and � ,_it_' ,,vii~'`*:?..:.....:)--- 5.1".f 'r determined lint,for the configurations and crdeila described below,it is in compliance-with the ) - n- y= 6P l'--:•',-.4-;,..---"3w r applicable sections of the fitllowing Reference Documents 6t•- - 1r . I '_ Codes.ASCE/SEI 7-10 Mm.Design Loads for Buildings&Other Structures ? rt 7 International Building Code 2012 Edition jL?dCahfotnia Building Code 2013 Edition- ,y, {a --; ;, Other AC42S,Acceptance Criteria for Modular Framing Systems Used to Support PV ey Modules,dated Effective November 1,2012-by ICC-ES Ili Aluminum Design Manual,2010 Edition �f y )! The IsonRid'e Xit1U Rail is an extruded aluminum section with an overall depth of 1.75 in.and a net _ 1,°. c•`=r;. Force-Stabilizing Curve f ri P f Sloped roofsgcnorn•e both verbcatand lateral 4 area of 0.363 sgan The rails are used to support solar modules,typically,on the root of a building a' -,_ ,_ !/ , , __ _, force;on mounvng rads which can cause them Si,,,Exhibit A-attached. The rails are clamped to;aluminum angle brackets that me either attached , __ L' F� •-•:...-... to band and least. coned shape of SR Refs (Meetly to the roof cranium or attached to a stand that is setewed to the roof framing i he rails are .�!''-"^''•z is saecally dosrgncd to incroa_o strength in both id scionswiderastster thetwisting.Thisuniquemounted across the slope with a small clearance(flush mounting)to the underlying roof stridors f_ sentare onscrosyrcare seemly doing extreme 'I he installed solar nodules are di the same slope as the underlying roof structure Heather and a longer system idetano All loads are trancfened to the nmol fraising through the angle brackets by simple braxial flerutc of the rails. l he maximum spam attic rails is governed by either the mid-span flexural stresses or the '�'. ; './ - f deflection requirement that the tail not come into contact ss tilt the roof. . The elfect of seismic loads(for all design categories A-1-)have been determined to be less than the effect due to wind loads in all load conditions and combinations Therefore,the maximum allowable • _ spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4,5, ^�-� J r�M� '1 &6 below lot 7-27 degree slopes.and Tables 7,8&9 below for 28-45 degree slopes. Compatible with Flat&Pitched Roofs a_-1 Corrosion-Resistant Materials I CR Rails are -�, IronB ogu overs r All XR Rnis are made of matin grade .-` compebble 55,15 ,yam• a serge 01 IN leg ahmunum alloy,then protected wUs an pi ��,...-FlastrFoot and options tariffs! anodized fad sh.Anadieng prevrn:s surface t] ph [iii dlhor pdched soot f_ID- seal mount and structural corrosion wile also pravidmg '1'� f L,:-.� •i attachments. - Aoppi applications a more attractive appearance. I"- 1 - - _ r - ' '-""'" - Starling Madison Lofqulst,inc. Consulting Structural and Forensic Epi inters IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 5 of I I Mr.David Ft Taggart Page 6 of II IronRidge X R I O'Rai1,Roof Fl ush Mounting System—Stnuctural Analysis IronRidge XR I D Rail,Roof Flush ilhounting System—Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table S-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind Ground Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psi 10 20 30 40 50 60 70 80 90" psf psi psf psf psf psf psi psf psf Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf_ psf psf psf psf psi psi -psf psf 100 75 65 55 49 43 39 35 33 31 29 100 72 65 55 49 43 39 35 33 I 31 29 105 75 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 _ 110 75 65 55 49 43 39 35 33 31 29 110 66. 65 55 49 43 39 35 33 31 29 Category 120 75 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 130 75 65 55 49 43 39 3533 31 29 Category 130 56 56 55 49 43 39 35 33 31 29 140 71 65 55 49 43 39 35 33 31 29 140 52 52 52 49 43 39 35 33 _ 3129 150 66 65 55 49 43 39 35 33 31 29 150 49 49 49 49 43 39 35 ' 33 31 , 29 160 1 62 62 54 48 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 59 59 53 _ 47 43 39 35 33 31 29 170 43 43 43 43 43 39 , 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 61 61 55 4943 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 58 58 55 49 } 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 56 56 55 49 43 39 35 33 31 29 Category 120 70 65 55 49 43 39 35 33 31 _29 120 51 51 51 49 43 39 35 _ 33 31 29 130 65 64 54 48 43 39 35 33 31 29 Category 130 48 48 48 46 43 39 35 33 31 29 140 80 60 53 48 43 39 35 33 31 29 140 44 44 44 , 44 43 39 35 33 31 29 150 56 56 52 47 _43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39. 39 39 35 33 31 '29 170 50 50 '50 45 41 38 35 _ 33 31 29 170 36 36 36' 36 36 36 35 _33 31 _ 29 100 75 65 55 49 43 39 35 33 31 29 100 56 56 55 49 I 43 39 35 33 31 29 105 73- 65 55 49 43 39 35 33 31 29 105 54 54 54 49 43 - 39 35 33 31 29 ' 110 70 65 55 40 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 _ Category 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 , 35 33 , 31 -29 D 130 60 60 53 47 43 39 35 33 31 29 CeteOgory 130 44 44 44 44 43 39 35 ' 33 31 29 140 55 55 52 46 42 39 35 33 31 29 140 41 41 41 41 41 39 35 _ 33 31 29 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29 160 36 36 36 36 36 36 35 33 31 '29 170 46 46 46 _ 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 31 ,29 — Notes—seepage I1 Notes—see page I I i - - Starling Madison f.ofquon,Inc. Consulting Structural ant!Forensic Engineers Starling Madison Lofgtnst,Inc. Consulting Structural and Forensic Engineers 5- -f- lr nRidge June 16,2014 IronRidge Iliac 16,2014 Mr David F Taggart I'agc 7 of I I Mi David F. caggtnt Page 11 of I I It onRidge XR I O Rail.Roof Flush Mounting System—Structural Analysis IionRidge XR I O Rail.Roof flush\lounting System—Structural Anal]sis fable G-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes—'Ltbulalad values are based on the lidlotving ci ilciia ,(R10 Wind Rail Speed Ground Snow Load 1 Building mean loot'height—30 R Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 2 Risk Cttegoty I psf psf psf psf psf psf psf psf psf 3 Solar module long dimension=67 J in 100 59 59 55 49 43 39 35 33 31 29 I Provide 2 in clear between tool and iatl 105 56 56 55 49 43 39 35 33 31 29 5. End cunlilevei span(Inas)=0 40\ma'siniunt span lions above tables 110 54 54 54 49 43 39 35 33 31 29 6. No toil splices in end spans Category 120 49 49 49 49 43 39 35 33 31 29 7 No tail splices in muddle 1/3 of nue:ior spans B 130 46 46 46 46 43 39 35 33 31 29 S. Single simple span(s) Spans listed in the tables above may be multiplied by 1 OS for 140 42 42 42 42 42 39 35 33 31 29 continuous rails of3 01 more spans. 150 40 40 40 40 40 39 ` 35 33 31 29 160 37 37 37 37 37 37 35 33 31 29 170 35 35 35 35 35 35 35 33 31 29 Out analysis assumes that the!ells.including the connections and associated hal doale ate installed 100 50 I 50 50 49 43 39 35 33 31 29 in a workmanlike mann'to accordance with the•'hnnittdgc RoofNFount Installation Manual'by 105 48 48 46 48 43 39 35 33 31 29 ItotRidgc and generally accepted standaids ofeonstiuction practice.Additional infot illation is 110 45 45 45 45 43 39 35 33 31 29 ay aihtbie al the IlonRidge web site.IronRtdge cont Verification of I'V Module capacity to support Cate or -120 42 42 42 42 42 39 35 33 31 29 the loads associated ssillt the given array shall be the responsibility of the Cn1111i1U0i or Owner and Y 130 39 39 39 39 39 39 35 33 31 29 not iwnRidge or Starling Madison Lulilmsl. 140 36 38 36 36 36 36 ' 35 33 31 29 150 33 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 'IIIc adequacy of the suppotung roof flaming is to be determined by others 170 29 29 29 29 29 29 I 29 29 29 29 100 46 46 46 46 43 39 ( 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please Ice'lice to contact me at your convenience tl you have any questions 110 42 42 42 42 42 39 I 35 33 31 29 120 38 38 36 38 38 38 35 33 31 29 y4 Category 130 35 35 35 35 35 35 35 33 31 29 Respect roily yours. ` " 140 33 33 33 33 33 33 33 33 31 29 r_ - 150 31 31 31 31 31 31 31 31 31 29 <f ft ''-----hr 1"n hR `1F1ti n °? 160 29 29 29 29 29 29 29 29 29 29 �• 'r P E. JY�3 ink-r 170 27 I 27 27 27 27 I 27 27 27 27 27 1 f ICS\Vernet, �: y Nimes— ec p Igo I I Design Division,,Manager " �,a n l( L; F� pd�j51 ti Starling Madison Lot-twist,Inc. Consulting Structural and Forensic Engineers Starling 111.idwou Lofquisi,Inc. Cons•luni Structural and Forensic Engineers 7 -11- SCOPE QF WORK DESIGN&DRAPTING BY: L7 �(V\.J fZ JAMIE MINNICK •r �'� I � 9+i _.' NABCEP CERTIFIED #e, � • 1 I , 051112.129 TO INSTALL, A 14.490 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE + *1 4`• 1 , p I: BLADOS RESIDENCE, LOCATED AT 350 TRACK AVENUE,CUTCHOGUE, NY 11935. 1 t i 1 r iI . it a VA 1 , THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED I, REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. 1 41 4 1 +7' a DESCRIPTION DATE CI THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. I ,i ,; • 'r } t I , i1 I ORIGINAL 11-01-2015 �, SYSTEM RATING ! I,; �' 14.490 kW DC STC — Ix; , ,,; / ' ' 1 i 11.1111 10.580 kW DC PTC of NEIN .i L; . ,-1 i I 'I � PSE YpR `I "1 I' I' �� EQUIPMENT SUMMARY yc,3. 'c�ti.,, I {. 9 I , 46 LG 315N1C-G4 PV MODULES * It I I * l `' y !' 1 1 CONTRACTOR I SOLAR EDGE SE-6000A-US INVERTER ' .1 r l• ( �` a r t y 1' I SOLAR EDGE SE-7600A-US INVERTER 0 V !�tui"" �/ I, • I IRONRIDGEpX�RI000 MOUNTING SYSTEM air( I 1 tI • SHEET N I{J EX41 ,b 060935-� �0 -T I . , I A r+�" r II 1r 4 s` RpFESS{ON� , il f • RV-1 CLEVER I,, .,. p' r SOLAR UNIVERSE PV-2 SITE PLAN ' PV-3 ROOF PV LAYOUT 1 i` I .', 11 I. bt 1 MATTIOTSOUND UCK. NY 11 52 VE � ,„ , PV-4 STRUCTURAL/ DETAILS & SECTIONS )' •1 LICENSE # 4Y 11 H GOVERNING CODES PROJECT LOCATION1 , j1 '. ,rr' cr ,' i' q.. Irl .' I 2011 NATIONAL ELECTRICAL CODE _ . 3 `I -.1! 'IV I PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 1.11 UNDERWRITERS LABORATORIES (UL) STANDARDS OSHA 29 CFR 1910.269 W W ein GENERAL NOTES z z 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS i' AT THE SITE PRIOR TO STARTING TO WORK AND SHALL CO Q FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS11/ 1Y W Ur AND MAKE WORK AGREE THE SAME. .11 U 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, Q 0 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ' INSPECTION APPROVALS, ETC., FOR WORK PERFORMED , rR O I O FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WOIvKMAN S COMPENSATION, E COMPLETED OPERATION, ETC.ADEQUATE FOR THE - Q I-REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF ,Q 0 0 0 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE 9 J AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH a. JURISDICTION. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR m M 4, IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE ,+� V EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ' �f THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS ISTR OF THE OCCUPATIONAL SAFETY AND I NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE - ®•� NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER <. PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL I SHEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR a.1,t. ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. ` FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER E� SPECIFICATIONS. 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 350yTrack Ave 6. ALL ELECTRICAL RI APPROVED AND IN BOARD OF E WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY UN.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND n 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. DRAWING SCALE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL N.T.S. ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE a'r�r ;'_ AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT. ,,�_ WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK, i�HE SITE TO BE W EXECUTED OR NOT. ARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE VIEW A/ SWEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL �l IEVV e/ D. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL `� — PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. DESGGN&DRAFTING BY: GO INSTRUCTION NOTESJAMIE MINNICK Nl BCEP CERTIFIED ,1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE os1112-129 MANUFACTURER'S INSTALLATION INSTRUCTIONS. . . °° ., '".. °`. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. REVISIONS 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESCRIPTION DATE .ORIGINAL 11-01-2015 III II al U / 16'-6" / ///1 111.= 60 D:' / III of NES yo I �4.. ,Sc R CONTRACTOR 1 0. 0 17'-221" 20' 10'r * �,^✓ *`' Miifit.44110.: f Jr DRIVEWAY f' . ��- rug `. / /3'-4'/ err 1 Z� 15'-6, `5''•Q O6o935-'' 6�0\ SOLAR UNIVERSE / 3 , pR°FEss►oN� I 7470 SOUND AVE /----- / 35' 1" —�^ _ MATTITUCK, NY 11952 J LICENSE # 43889 H ..------ ��� ' PROJECT NAIJIE O. 10 10- 2 ��po , '�� _ M /5' r ) 7 ..". LEGEND 0 D -- • J� `� rO1,EXISTING LLTILITY WIER 1 1 Z / .u 24'-9" /\1 l �.J MAIN SERIRICE PAN{3J, LJJ W J , .f1 Do I� ��7, ®( Q.NEW PV sub-PANEL �8� �o `� CO INER'NNEGT _ � INVERTERS v) \ Ls GND ELECTRODE W W �\��\ -N ) p !(PV MODULE cc U D \bJ —•RACKING RAIL / ) Q R 1) 0 ATTACHMENT POINT' V J �O O 1- T \ \\ ---.RAFTERS 0 1�- r1, 1110, `� 4-ROOF PITON ANGLE < 0 V 4 I \----- ' SUNRUN METER co M D 11VENT U °PLUMBING VENT VV SKY LIGHT 13'-4" Ij�1` + CHIMNEY COMHLES SHEET NAME GOOD coNDPOSITESRIONING 1-1 RIM R M E:ESPY SITE PLAN / \/l40'-4r' / / I)/ I / • DRAWING SCALE N.T.S. \...lk _L ,''•-. I/.\ / / V � J !� \' / SHEET NUMBER �L1101,, PV-2 ..,�.-4(y , / 16"2 �I b.© .,,..., JAMIE MINNICK',„ 2"- 1.. DESIGN&DRAFTING BY: CONSTRUCTION NOTES 1.) ALL,EQUIPMENT SHALL RE INSTALLED IN ACCORDANCE WITH THENABICEP c iR IFIEt) MANUFACTURER'S INSTALL(,TION INSTRUCTIONS. — ` 051112129 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. M °°i 1- nil ��l --i 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. / 1 REVISIONS .• J • — I rn/1// ARRAY Yt.]: (DESCRIPTION OATS co �.� I Ill /�/// g PdOODULES I ORIGINAL 11-01-2015 i- y1>:, >j< lir°PITCH ._.. 1 0- a 1-' G X/ 208"AZIMUT-II III 13'-22. -'----- - - — ..4 --1 — -I- 1i j 11111.1111111.... rtliME 1- Ili,e, IN . ,, -- . ,, , ,_,_ _Mk -- Min alattsomuitemitalguresa.nsommtgam, ARRAY #2 CONTRACTOR - 13 MODULES - - - - - -� LEGEND 1s°PITCH 121°AZIMUTH' �iMANrERCIEPANEL Q- - f - K' GE f/ �►� — _ i NEnPV SUB-PANELS V /3 �/18IR ETBAC /@ MD / /7//"// //' A/C DISCONNECT I4.► ..COMBINER I I I I I l l l i I II SOLAR UNIVERSE INVERTERS : - _ 4I I I I 7470 SOUND AVE GMD ELECTRODE j 1 1 I) of NEW PV Moou E I I I 1 1 1 I I I I lI ! P.cQ hi MATTITUCK, NY 11952 C SCl 1 I� ATTACHMENT POINr 10,91" �4_-i__a z l._ - -!L11 J o o_ I g Y, ' �qN�9 VLICENSE # 43889 Ha - RAFTERS 4 I j J I "'I' 4f PROJECT NAME 4 c I I. I�+►r< n 1 11•; I 1 R0011 PITCH ANGLE 'i ) I 1 I,ji j i� �� in - v°"BUNKUM METED d •_1 O I !z-�Y �(� W f 1 1 A vatr . _. . 1..l -m 1 Li II �O �60935'� �r1�' U �Dcn■•PLUMBING VENT �„ _ _ -. _ .AO A z z .- 26'52 / RoPESS10NP gi SKY LIGHT 0111 CHIMNEY p®� Z _q,pi-composrrS SHINGLES V J �w„ary:GOOD CONDITION 1 1 1 a I�'�l POTENTIAL SHADING I5'{JE£ "" '" LL�1 .D. I. 1TRP.d/REMOVIE AS NEC SARI 1 �� NOTE: '^ ° 0. -" SPACING BETWEEN PV MODULES T . v, CC 700 p0 1-7 DIMENSIONS AFZE FROM EDGE OF PV MODULES ® I ©o TO EDGE OF ROOF SHINGLES 1IIYP. �� J Ln® F O. AIRRAY #1 sOo 4 d -120 24 MODULES Cu M 23°PITCH 139°AZIMUTH E ;////3" // f/��� 8/"1R/ SETBACK" @(RIDGE%3/ 3 // /1 SHEET NAME / 18"FIRE I I I __1 I S I _, L_� ROOF DETAIL O i 'O II 11 b I f I I I I [j"- i 1 I I I 1, 11 I CONSTRUCTION SUMMARY 1 _ ! 9 9 J F, I I 1 I 1 I I (46) LG 3151\11C-04 PV MODULES, 15.750 kW DC SIC „ y ,� �� 1 1 (1) SOLAREI GE SE-6000A-US INVERTER :1 I = + 1 41 u v 1 -.-....----=.2,---1.........1---..-.-.. .,- 11 -- 1 1. I ___,____,H _ DRAINING SCALE (1) SOLAREf GE SE-7600A-US INVERTER 1a'-94., 1 $� I ■ q o 9 o (70) ATTACHMENT POINTS a© 64" OC MAX. - i I'1 I I "1 ^'.� (318) LF IRONRIDGE XR1000 MOUNTING SYSTEM 1 I, I I 1 1 1 1 1 1 l I 1 1 , tl• ' - I 1 ROOF TYPE = ASPHALT SHINGLE i r I U — I. �i u F O ROOFARRAY #r t PITCH: 23°, AZIMUTH: 39° ���Ill I I- � SHEET NUMBER ROOF/ARRAY #2- PITCH: 16�I AZIIMUTH:1139° � � p 1 ■ T �I ROOF/ARRAY #3- PITCH: 17", AZIMUTH: 208° 1,03, J PV-3 _,_!...J...... 1 I... 1.. 1 1�1 -1. 1 ,.:1 ....1. 1., ... 1_.... I I 1 ROOF STRUCTURE = 2X8 DOUGLAS FIR (RAFTERS Q16 O.C. , ROOF STRUCTURE = 2X4 DOUGLAS FIR COLLAR TIES (@48 O.C. 1.. i / 3 9'-84 • „0. . ,,, , ,,. ... ,.. :I. TOAD CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 ITEM DESCRIPTION ARRAY #1, 2, & DESIGN &DRAPING BY: • MPdule-Weight X7.48 Lbs 37.48 Lbs 37.48 Lb (R) Rafter 2x8 D FIR 016"0...C. i; JAMIE MINNICK # of Modules , 24 13 9 (D) Decking 1/2" PLYWOOD NAf$IO51 1Z 129 lEtb gOf NSW 051112129 Total Motllule Weight 899.52Lbs 487.24 Lbs, 337.32 Lbs �E 1'p (C) Collar Tie 2x4 D-FIR @48"O.C. �.,. „_R , Total Len..th of Rail 164.00 Ft 88.00 Ft_ 66.00 ft y�CP \G SCIq �'F _(J) Joist 2x8 D-FIR @16"O.C. �.• Rail Weight per,Foot 0.9,Lbs 0.9 Lbs 0.9 Lbs 1 ,6'4 (P) Pitch #1 -23°, #2 -16°, #3 -17° ; REVISIONS Total Rail Weight 147.60 Lbs 79.20 Lbs 59.40 Lbs N' 1 - DESCRIPTION DATE m• btf # of Standoffs 32 20 18 * '�rr" `h'r * [ORIGINAL 11-01-2015 III Weight per standoff 2,Lbs 2 Lbs - 2 Lbs , , Iq t 41 �i 1 Total Standoff Weight 64.00 Lbs 40.00 Lbs 36.00 Lbs 0 .,�!%. ■ Total Array Weight - 1111.12 Lbs 606.44 Lbs 432.72 Lbs ■ Point Load 25 Lbs 25 Lbs v 25 Lbs E,c, °60935-'\ N,•40 I Total Array Area 432 Sq Ft 234 Sq Ft 162 Sq Ft ,o,t. S10NP�� Array Dead Load 2.6Lbs/Sq Ft 2.6Lbs/Sq Ft 2.6Lbs/Sq Ft11111 M il C As •e1-ASCE 7 Method 1: 0 (fig 6-2) # I (table 6 1)- 1I. P net =0 Kzt I "rnet30 (eq 6-2) Kzt (sec 6.5x.7) 1 Pnet36(table 6-3f # II � CLIMACTIC AND Ground Wind ____ ind Speed Live load, Point Max fastener / CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnett30 per pullout load Fastener Type spacing along ' CRITERIA Pg mph ASCE7, psf lb. rails, in. A # 20 120 # 468 5/16" x 6" Stainless Steel y- B # TYP. TYP. # TYP. Lag Bolts �M''� - � . `° 7 ''' (V) Roof Section # 64," - ' # (P), (C) --1 SOLAR UNIVERSE 7470 SOUND AVE - _ # --_ �_ - - MATTITUCK, NY 11952 _ LICENSE # 43889 H TABLE RR301.2(1) 1 l_ rCLIAVIi1 AND GEOGRAPHIC DESIGN ✓RIELA[ - 1 PROJECT NAME " _ _. _ in __ WIND SUEJECT�'ODAMAGEFROM -- (� ) _ __,/ W w m 1 GROUND SPEEDd - FROST 1 II 0 D c5.1 SNOW 3 SEC SEISMIC LINE ICE SHIELD - LOAD_ GUST DESIGN DEPTHb� TERMITE` UNDERLAYMENT FLOOD W W ROOF FRAMING DETAIL (PSF) (MPH) CATEGORY' WEATf ERING3 (F`l'-IN) _ REOUIREDg HAZARDS Li ® > 20 __ '110 C SEVERE 3'-0" MODERATE YES NO SCALE: 1/2" = 1'-0" CO Z TO HEAVY „ _ W W For SI.1 pound per square foot=0.0479 kN/m2,11 mile per hour=1 609 km/hCC U a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural < 0 requirements of this code.The weathering column shall be filled in with the weathering index (Le,"negligible," "moderate"or"severe")p for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The ® I"' grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. ® U MODULE MOUNTING CLIP ' b. The frost Mine depth may require deeper footings than indicated in Figure R403 1(1).The jurisdiction shall fill in the SOLAR MODULE-- -I Ln F- frost line depth column with the minimum depth of footing below finish grade. r" STAINLESS STEEL 3/8" ,..--,:>---- 1 co m = �.l--BOL1 AND NUT '1 0 c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has s been history of local subterranean termite 'l mage. ‘ . ��--- Y 's., .---- ALUMINUM PLASHING d. The jurisdiction shall fill in this part of the table with the wind speed torn the basic wind speed map[Figure ALUMINUM"L"BRACKET *! SHEET NAME R301.2(4)).Wind exposure category shall be determined on a site-specific basis in accordance with Section f e \ ,.ALUMINUM PV 8301.2.1.4, - QUICKMOUNT `' I \ y, STRUCTURAL e. The Jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section 2 X e PAPIER _----<" - - R301.2,2.1, 1 -�' �� 5/16'"x 6"STAINLESS ` ®,ro®'' ASPHALT SHINGLE Rr50F_I 3TE1-71 LAG BOLT WITH t. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's emtry into the National Flood 4 � -2 1/. MIN TwRr6D Insurance Program(date of adoption of the first cede or ordinance for management of flood hazard areas),(b)the -,._,�-' DIMING SCALE i PENETRATION SEALED WITM�F GEOCEL 4500 dates)of the currently effective FIRM and IFBFM,or other flood)hazard map adopted by the:community,as may be +,_----- AS - NOTEDAS amended. •� g. In accordance with Sections 8905.2.7 1,R905.4.3.1,R905.5.3.1,R908,6.3.1, R905..7.3.1 and R905.8.3.1,where „_ ` these has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the ^.. . . .. tabih with"YES,"Otherwise,the jurisdiction shall till in this part of the table with"NO:" SHEET/NUMBER . i, The ground snow loads to be Used in determining the design snow loads for roofs acre given in Figure R301.2(5)for MOUNTING DETAIL a -4 sites at elevations up to 1000 feet,Sites at elevations above 1000 feet shall have their ground snow load increased a SCALE: 1 1/2" = 1'-0" from the mapped value by 2 psi for every 100 feet above 1000 fleet. - ,w,,.... ---- .w.., ,, ,. .