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.' 11FF�L,fc , Town of Southold 3/22/2016 , O G �ky0€. amP.O.Box 1179 CA a,4 53095 Main Rd V`®Sl �ao�g'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38162 Date: 3/22/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 405 Wendy Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2015 pursuant to which Building Permit No. 40090 dated 9/15/2015 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 Rie,Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40090 10/21/2015 PLUMBERS CERTIFICATION DATED Authorized Signature �c t . TOWN OF SOUTHOLD 4' ay• BUILDING DEPARTMENT 1 o - TOWN CLERK'S OFFICE o SOUTHOLD, NY !: t. 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#: 40090 Date: 9/15/2015 Permission is hereby granted to: Rie, Linda 211 Madison Ave Apt 4A New York, NY 10016 To: Install roof-mounted solar panels on existing single-family dwelling as applied. At premises located at: 405 Wendy Dr, Laurel SCTM # 473889 Sec/Block/Lot# 128.-5-1 Pursuant to application dated 9/8/2015 and approved by the Building Inspector. To expire on 3/16/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 . Fm Buildi •e -spector Form No.6 • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 • APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: • 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). . 3. Approval of electrical installation from Board of Fire Underwriters. ' 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 bf 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. 6, of8" fi5 New Construction: , Old or Pre-existing Building: � (check one) - Location of Property: L05 VJQ(NAkA ' - House No. Street Hamlet - Owner or Owners of Property: rye a_ C.,0),-\2,n • Suffolk County Tax Map No 1000, Section Block . 6 Lot Subdivision ` q - Filed Map. Lot: • Permit No. `(uc { a Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . , Planning Board Approval: • Request for: Temporary Certiof, ate Final Certificate: (check one) Fee Submitted: $ 5'0 Applicant Signature �• , \)t SOU& Town Hall Annex �t1 h0 l0 Telephone(631)765-1802 54375 Main Road ialig 4 ; Fax(631)765-9502 P.O.Box 1179 co, A�� Southold,NY 11971-0959 4 .o•�� roger.richert(a�town.southold.ny.us 'oV�coUNT`I,°411°•� •... .1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fred Cohen (Rie) Address: 405 Wendy Drive City: Laurel St: New York Zip: 11948 Building Permit#: 40090 Section: 128 Block: 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy System License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 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: 6.710 Roof Mounted Photovaltaic System to Include 22 - LG 305 N1 C Panels with 22-Enphase Micro M 250-60 Inverters Notes: "CFIa2 Inspector Signature: YA-�Z Date: October 21, 2015 Electrical 81 Compliance Form.xls 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(o),aol.com Sunday, March 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-Twenty Two (22) 305 W P.V. Roof Top Solar Panel Array, 6.71 kW Total Output, for Cohen Residence—405 Wendy Drive Laurel, New York 11948 I have reviewed the solar energy system installation in the subject topic on 03/07/2016. 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, `f • Luigi Claudio Sciandra, Professional Engineer F NEIN YO 5 \G‘C scrANo1�r- J A * 11141o. Ecmovg Di• GOO 0@0930 N'*/ A MAR 2 2 2046 RcFEss►Oo' • BUILDING DEPT. TOWN OF SOUTHOLD • .14'.11;LD INSPECTION REPORT DATE CoD!. mS_, • 1111111111.[:: i 'OUND,A 'SON(1ST) --' . rr.....••..t.....•p _ FOUNDATION(2ND) -----�•-.L i- CA s 1.3„, • - • _.. • HROUGH ' TC & ---� - PLUMBING ______•._..... . . , . . • • . . . . . . , , . . ,. . ...,______. . . . . . .. . ... . .., ,,............_...... . . . • . j- 0, ...-..r. -. „ • INSULATION PER N.Y. y STATE ENERGY CODE , • • , e+ i • •. --ti"�.r.+,—.. - • I O((I 11)� P/e441.0 ..C4A • T s ' • , . .,,. . ,,L'--i ...tr.9 . . . . 2 . • �..... • �' t r yr �O IV• • .. ' V ,` ^7 • • . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENTI 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 Planning Board approval FAX: (631) 765-9502 � )�Q/� jl � Survey `� • v�(J SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form ' N.Y.S.D.E.C. Trustees r — C.O.Application (,; �1 ('�J' 1 Flood Permit Examined i, 1_,20 l� r Single&Separate ±1.45____ .; SEP Storm-Water Assessment Form S 2015 Contact: Approved ,20 Mail to: 'tr(✓/1 BLDG DEPf Disapproved a/c TOWN or SOU;i!q D Phone: (i.5 (-?1'i"LIdfZ , Expiration _,S 1 Le ,20 I-1 li i Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 1`�Lf� J . .Ou 4 Aic . Uv�c (Mailing a'ddress'of ap icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �(�., Co\i\eir) (As on the tax roll or latest deed) If pylic nt isa co rat of officer u r...,�.. ..Vitro 4L1VI1, signature duly authorized O111Cer .;_e— -1'i4 rte--- { (Name and title of corporate officer) Builders License No. 1-+'3 SS&Oi- 4-I _ Plumbers License No. Electricians License No. 5a(p.0i - M Other Trade's License No. 1. Location of land on which proposed work will be done: 1--e 5 NOQI\C I iv'1 LCLLUt( Y\4 House Number Street �/ Hamlet County Tax Map No. 1000 Section 1 oZX Block Lot I Subdivision Filed Map No. Lot C � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use acid occupancy' 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 gear Depth • 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of remises -& Addres � U)-\d b/ Phone No.(P�(p` 4(K) ' 703 Name of Architect 1 J( t L>; c Y O- Addre I., 'W‘,..7 t LLYlPhone NoLo31 -5'4-3- a°6-3 3 Name of ContractorC:Cl 10 ('lig S ` ;( Address 14 v . uf1rr e.Phone No.IP .-11nr qa) 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSusSSo14(„) J oly);e, Rl flt U.,K being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0,0V1440.(- 0( (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 19 day of 20 /S� tair NOTARY PUBLIC-STATE OF NEW ��- Notary Public No. 01 MA46 7663 Signature of Applicant Qualified in Suffolk County My Commission Expires March 30, 2018 FQ SUFScott A. Russell •�' 0,c, 4' 4� STORMWATER SUPERVISOR `2 - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 li. t3" tr, z7� Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 ��'��:� Town of +•+•,,,,,,to,'1 0',�, CHAPTER 236 a STORMVVATEa MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ 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. 0 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 floodplain as depicted 0 ( 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, Slgnature,'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 witIvur Building Permit Application. APPLICA\T• (Property Oanet,Design Profea.wna.Agent,Contractor,Other/- S.C.T.M. $: 1000 Date Dutrict NAME �i i i I Q? 5 1 H --g-05 -r Section Block Lot *FOR BUILDING DEPARTMEN.I' USE ONLY ` -- Contact Infortnattotc I/ \/ 1/ I' Lf 0 revpMm\,u,y,. a . Reviewed By: ,truei\(k — --- p t' Date: 'd ` ' Property Address/ Location of Construction Work: 405 1 it ( L `i'( u�y� (� h l Approved for processing Building Permit, V" I, Cit Stormwater Management Control Pian/Not Required. ' ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Revie«.1 FORM ° SMCP-TOS MAY 2014 *OF SO//Iy st so . Town Hall Annex Telephone(631)765.1802 54375 Main Road (631)765 5 P.O.Box 1179 ; G Q �� roger.richert gerNout�ioIS.nv.us Southold.NY 11971-09.59 �� t1 • I BUILDING DEPARTMENT TOWN OF SOUTHOLD - APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 3b..\\t R‘ (\n\tx. Date: Company Name: Uts4 S c Name: - --- `�� � � • -1 a-ini E License No.: ��_ /r✓ Address: 1 h1(D S 01,1vici k- Mci ;—Ili C "Phone No.: LP .5\ 1-1 (1DOV- JOBSITE INFORMATION: (*Indicates required information) *Name: Ffe C • *Address: Lt.O 5 0)€,(\d-Li �' ( 0.1U ft? *Cross Street: *Phone No.: Permit No.: LL Qn /, Tax.Map District: 1000 Section: I a& Block: 5 Lot *BRIEF DESCRIPTION OF WORK1 (Please Print Clearly) • `l1 \\ S� \ft( J Vim' 1,,.� b (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 010 11 q-16C 824Request for Inspection Form CONSENT TO INSPECTION k—re I6,_ 0 0 Y \ 1 , the undersigned, do(es) hereby state: Owner(s)Name(s) That the unders}gnedd(is) dare)dip own r(s) of theremises in th Town of Southold, located at 2(( w \ Lif��� which is shown and designated on the Suffolk County Tax Map as District 1000, Section Jag , Block S ,Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: LACK--( f\ 1\S u l 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: (Pk/6 (Signature) 7 '..(1) (Print Name) (Signature) (Print Name) ",oil SOUry® Town Hall Annex � ~® : Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box1179 G Southold,NY 11971-0959 • October 29, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD ovJ4-0 er-e-r1 7470 Sound Ave Mattituck NY 11952 RE: Cohen,405 Wendy Dr, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification from an architect or engineer stating the panels were installed to the roof 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 - Solar Panels - y OO°D - �. :;D TOWN =� F SOUTHOLD POPE ellf RECORD CARD _ 4'i '4`i ' -- o0J a /.7 R., l7^- / OWNER STREETC VILLAGE DIST. SUB.j (0 y-�LOT va 1-`� Cl- '= -gt - ;a(/)4 Lr-(t i.,:. _ ice' F-. �ti e.e ' // - `q" £i d ki cl tS 13. / FORMER OWNERkt 7'rlil th O ?�I�- 5 N E l ACR. . A- TYPE OF BUILDING �/ SAL � .o )‘c�/. , /Rev s W � %r'1 (i AJ� ': ,z /C,,J.' ui, t6=rp ci:9- ;'i -,t,, ke. rc".`"� -a�ic�1 .} - ' P II riy RES. 2 U `SEAS. VL. ''C' F1ARM . COMM. CB. MICS. Mkt. Value y .. LAND IMP. TOTAL , DATE REMARKS102/ ' (rad,,.pei6tJ a c i,..vroadr r: 7' rIQ e e ve , //06 //i 6 ..J'i—i/ rdr ,9 (://#67::/p. -- / 177 e` t% ---/ � ' ') (-12P%-i's' ki - -- . OO 07) 1 U 6 9 ©d I ( / ! 99 L , I 7 ,1r_- ew 12-/61IiL /—iL� I t 1 1 Fao 7--00 �F i (CC accQ31 V ::6, - 1-, I (9 31 x`7;75- G v1Kst-; ;� i.7 ile,r cx � o a,� C� S700 .34oO 7 O.o i'3/vo ? S/9/oo -8 a(01- - - t-- l��,G co al-clay �'QO d700 FV 77'0 0 1, )o/io/Og S/ t -LI7/-p ; 7 Ij, a y Tom ,.:„.••:::::•*,..: 5i , ,' 1//,, r .. ..;.....,..„0.,..: 4, r _ OR ‘..„.z... TRIM u.stti ,4- . > . 4 , er: • ' *L.; r 1 31 ,J k r 4 1111111 am NE"IMIIIIIIIIIIr"7":""'"l11.111111111 ' 4 - E y lam„j, c s^rSg .. ,. "� r ..w .qtr ��, • { 128.-5-1 9/08 • #�� E rI 128-5-1 2/01 _ - rmami_swgiiimmiimmumumilmow �� - MMINIIIIIIIII. ■ -_ --_•2-x12_ _ 2-4 ►a � 3/z-- , Extension a , f Extension S "Kik ; Its lo i t�= 1 l r, Extensio a�xaR= 67a .co 3oa tY - Foundation r, Bath 3 07 Dinette - Porch 11 KVO r alb BasementkA Floors K. ,� v FLorc�►31°� Ext, Walls Interior Finish LR. -Breezeway-, f��tr G8v` /5,-7,7 j - Fire Place (2) Heat y DR. Garage- - eVF K fp -4-- 1z-w' rap Type Roof Rooms 1st Floor BR. 9 Patio #h�oETlte��,n. �� Ce w c, ( - X t2 = Lf--� N, Recreation Room G Rooms 2nd Floor FIN. B 0. B. 'N Dormer oo f}D �@way ( Total "COa _ O G 86� ioJ taa ( til 3 x, E7 5'86 U z to n 1. ,, • Er-,-, - \ 1 .. , SURVEY OF PROPERTY SITUATED AT LAUREL '` ! \isrn TOWNOF SOUTHOLD II c `°' UFFOLK COUNTY, NEW YORK L ti, S.C. TAX No. 1000-128-05-01 SCALE 1"=30' 140 ,,,e7):14:1fr . \ NAY 17, 1996FEBRUARY 5, 2000 REVISED PLOT PLAN N o• \\ DECEMBER 15, 2000 FINAL SURVEY \ AREA = 22,244.79 sq. ft. \ 0.511 ac. \S 21, XI= \\\ 4.SC.D.N. R[RSUKT HoR10-9f-o079o \>E ‘, i!4\' 51" \ -. la;ca. V."4.0A,.. I%N, . 41/1k v .. • .z..,. .. 4.04.00-.1%;.t,;%Or cep_ i ......•". . '"I "4; 4,;::‘;,:i1:•;. t i 414, .•'or;; 'fig 4345 �� .•ri• Al14LY•aec•wr N..)4% 0 • • r.� ._ .1 .T `, a 1 . - N -1 - w -:::1 I .404 SUFFOLK COUNTY DEPARTMENT OF HEALTH"a'VICES c L.28.4.6. R.0woo., APPROVAL OF CONSTRUCT ED WOR FOR -' G' A SINGLE FAMILY RESIDES• -i .�r �7� ._i oO '' � DatelAN 26 r/�' H S.ReL No. _, _ g ` ,7 The snvege disposal and water supply f.• hies at thio location have bees inspected cndior certified by this Grp .r OOxr ageacirs and found to . UNARCANZED ALTERATON CRI ACOMON s be setsranny FOR .AX1 [UM OP F,DRJOPAS. m THIS SURVEY�s A VIOLATION a Q :: swami TROD OF THE NEW YORK STATE EDOCATION LAW. St ben A.Costa,P E.,Quer cans OF DRS Y IADP NOT 9EArNo .d 8, Office of Water and Wastewater Management D m SURVEYOR'SND wK7oSCONSIDERED • EP/OR vl t 9 TO OE A VALD TRUE tats. ONLY 1GMOM1DMOMHEREON RUN ONLY m 1141 THE PERSON FnR*NCO TF[SURVEY 6 MOWED.ND ON NO SOW 10 THE r 4G CERTIFIED TO. mm LOTTO,YmDNAOO�'NDN1D 10 111E As90MteS or NC wipes Iwp,- ` 11 $- �F•� RAYMOND PELLEGRINO TIITDN CER711CATIONS ARE NOT 1RA/6FLMlNL trj 4 tiG EUZABETH PELLEGRINO �.l,Las4Dt CP CONTINENTAL CAPITAL CORPORATION ATIM MOM,ITS SUCCESSORS AND/OR ASSIGNS [DtTSTENCE Of WHYS of WAY C 4I, AS THEIR INTERESTS MAY APPEAR ANY,NOT SHOWN o E Nm W hA INTEED. PREPARED IN ACCOROANCE 1404 THE WNW Q STANDARDS.LS,RTE S• • .AS DAAtoms Joseph Ai �ngegn0 ST • UDE LIALS.T • •ANO moms FDA SUTITLE CH USE THE TER 4 STATE WID �G�LA�Se°L"fa Land Surveyor IEr ;F� v• FM.Su -Sub44*1o,s - SR.Plan. - Co.Vt,ewn Layout 9' ii .0I A PHONE(631)727-2090 Fan (631)727-1727 OA. N I• OFFICES LOCATED AT iWUNO ADDRESS NYS Uc No 49660 1380 ROANOKE NAME P 0 Box 1931 PoYERHEAD,New York 11901 Riverhead.New York 11901-0931 F t NYSIIPl New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AA AAAA 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 • PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 818522 06/08/2015 TO 06/08/2016 • 6/3/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1455 663-3 UNTIL 06/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 lc.NYS Unemployment Insurance Employer Registration -Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 1d.Federal Employer Identification Number of Insured or Social Security Number 204209085 • 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"1a": TOWN OF SOUTHOLD DBL254520 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 4.Policy covers: a. Z All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/3/2015 By G1 Ida (� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.B of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of hisfher employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in - employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission _ or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department, board,commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13) Reverse ` EASTEI O s''i;' �� i0P ID:SV ACODATE(MIYIIDD/,YYYY) REY CERTIFICATE OF LIABILITY INSURANCE - / `�" 07/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEI'24THIS 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. 'i'ii In;. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,"su`liject 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 111.;., certificate holder in lieu of such endorsement(s). ',Y' d, ;; PRODUCER NAMEACT A.Joseph Stepnoski 'Ill'.. Neefus-Stype Agency,Inc. PHONE FAX 711 Union Avenue (NC,No,Ext):631-722-3500 (NC,No). 631-722=3591 P.O.Box 2340 A DRIESS jstepnoski@nsainsure.com , ;'!;,!,,; Aquebogue,NY 11931-2340 'ul,,' A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE 'i.'t'NAIC# INSURER A.Excelsior Insurance Company •11045 INSURED Eastern Energy Systems,Inc INSURER B: , ,�e:(, Keri Peterson Q ' Pi, 7470 Sound Ave INSURER C: " L•I,1i•1 Mattituck,NY 11952 INSURER D: !.H' INSURER E: .• i l','l;y INSURER F. ;: ,.'Z _ COVERAGES CERTIFICATE NUMBER: 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 '''A. INSR TYPE OF INSURANCE AINSDL y Bp POLICY NUMBER /YPOLICY EFF POLICY EXP LIMITS (MM/DDYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP7066979 07/14/2015 07/14/2016 DAMAGE TO RENTED PREMISES(Ea occurrence) $ '', I;; 10,000 MED EXP(Any one person) $ , q,'l il5,000 PERSONAL&ADV INJURY $ ): J1000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $P700,00C POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 00,000 OTHER $AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ � - (Ea accident) i i 1 i ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Peracadent) $ AUTOS HIRED AUTOS AUTOS _ NON-OWNED AUTOS PROPERTY DAMAGE $ �,7r' (Per accident) UMBRELLA LIAB .: �' OCCUR EACH OCCURRENCE _ $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ ,i 7 DED RETENTION$ $ WORKERS COMPENSATION PER 0TH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ' ANY PROPRIETOR/PARTNER/EXECUTIVEE L EACH ACCIDENT OFFICER/MEMBER EXCLUDED? n $NIA _ (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under — DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 'f DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ' ,I ti, CERTIFICATE HOLDER CANCELLATION '" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd _ PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 a ,- . ,.. ,. - 1 ,,,!, ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD a I • • APP',OVED AS NOTED r DATE: :.P.# (Y) II FEE: .0 BY: .._ i� h NOTIFY BUILDING DEPARTM 1 AT ' 765-1802 8 AM TO 4 PM FOR THE RETAIN STORM WATER RUNOFF 1 FOLLOWING INSPECTIONS: PURSUANT TO CHAPTER 236 II 1. FOUNDATION - TWO REQUIRED OF THE TOWN CODE. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ELECTRICAL I 3. INSULATION 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIRED 1 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE I REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR i DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES • AS REQUIRED AND CONDITIONS OF 'SOUTHOt8TOWN ZBA tMeRtl -I41:S.DEC OCCUPANCY OR USE IS UNLAWFUL i, WITHOUT CERTIFICATE OF OCCUPANCY I O-P6)-cc. L UIGI CLAUDIO SCIANDRA, R E. Weseyart Court-' rrit'(tttowrt,NY 117a7-20I I - T)543-2W3-Tax(en 543-i52e ImUlgaacizim Thursday, August 13, 2015 Eastern Energy Systems 4TSound Aver � a � 9rimw Yom 11-252 Tel. 631-779-4004 Afn,: Mr.-Mikil Lawton Engineer/Project Manager Re: Twenty Two i a.21 305 W P.V. Roof Too Spier Panel Array, 6.71 kW Total Output, for Cohen Residence-405 Wvi dv Driw titiA Dear Mr. Lawton: Pursuant to your request,,t have reviewed.the following information regarding the subject roof top solar panel array: e Cover Sheet th Site Visit bit{ at on premed 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 plana roof plant 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 co in of the proposed syr. 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 etsbrg roof type is provided with'asphalt shingles, 2"x8" Oou`glas Fir rafters at 1'6°on center,2"x6"ceiling joists at 16"on center,with 35°roof pitch for array#1 and 36°roof pitch for array *2. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. St . ural Anal t, 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, 2 Dead Load: 2.6 lbsfsq. ft. Til Weight offtaay41 609_48 lbs 1 Total Weight of Array#2 43024 lbs The above values are within acceptable,limits of recognized industry standards for sear struues. T St<t ure any, performsd for the existingstmek... Seer parol 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 emits kmpection end the`pllotogrepin show that mot frig is,/n d ear-akin. However, the dwelling ownws are to be made aware that tong term build up of heavy snow conditions may produce deflections in the roof stricture. 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:pests. 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, SEl1ASSCE 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, 4J igi Claudio Scianit a, P. E. oc NEW 6s, \,\G.SCI,1% '>r Zs�O 060930 e AROFESSIONP'� 2 -,110P,,- �j,, k.� ,tS5,F�rl•aMY[ly,�`13`pt4�y;. t ity{r p,Krl '^5 °�� r 1f7Xt �.1r1 4' 4 .7 _ .� 6'"y.'4S. ,—let‘- '-a' IW l ir �.rt E� � . o�q+y ; _ _ 1Ta*gt 5;- tri (y k71 f t' r(�v+t` {r, _ '1 +.! dam}"'i'}� t '�Y 3;d�5'di i l Irl} lY 1 1• .,. ,. 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L' , b ..,:L.„....._.,...,......:........J ti'.a..L:l:.a...-a,..,..,.... .. .-i:.+!- tl{.. ,:,;,1:.:1',.'.; Introducing MonoX°NeON module series,which uses [ _ highly efficient n-type materials,an elaborate process APPROVCOPROGj#7cT r , , w_ 1 control adopting a semiconductor processing solution pUE (tip. v "`�-r ,` ,. `h e c,and a double-sided structure.Our R&D concentrates on i I Intertek developing a product that is not only efficient,but strives ;CMs6a 373 1' es }at:1s to increase practical value for customers cn"°`°'d`Mod'' r, t 1 i; :,r Near Zero LID(Light Induced Degradation) 4 ':° N-Type Materiat �, I.—, MonoX®NeON uses n-type cells,boasting Ems The n-type cells used in Mono)®NeON have;; I'' higher mobility of electric charge,resulting in ER almost no boron,which may cause the initial: l' _,- higher generation efficiency s efficiency to drop,leading to less LID +} 1 I occoon Nano Levet Control y '�- Double-Sided Cell Structure ' 'el CC 00 'c' MonoX0 NeON uses the Nano-levelprocess ■,�■■■ fvlonoX®The rear of the cell used Clin M..noX NeOIJ i1 control predominant in semiconductor -' 1.-.9 designed to contribute to genes at+on,.he lig t .,processmq procr_ss,which ensures lessbeam reflected from the rear of the module is -� electric loss from internal defects reabsorbed to generate a great smooch of tit additional power 1 ;” r ----, r r---"ti i 16,6kg Oma# d , 5 -, -' ^,, 1 !wRt L,„,,Wujht Conse-nioni Inslnti4tron E Test / torrent SorilnlN , L.n..ar arrinty i'ow.,✓.Nwv, ''. i. Tole-n-unI,' li i1; About LG Electronics LG Electronics is a multinational corporation committed to expanding Its capacity with solar energy business as its future growth engine Our solar enemy source research progr^un rias la,,,c in I ti2§, backed by LG Group's i ich expenence in semi-conductors,LCD,chemistry and electronic materials industry We successfully released the first Monok9 sencs to the market in 2010 whit i;exported to 32 countries in 2 sears In 2013 tnonoX'NeON won"int erselar Award,which proved Its leading innovation in the industry , r} ' , s r'r jl"ti'•••it,.:/`•'ir '2C ''•:, 1• , rr; tsi, ,i ,':3 :i•µ '�•I. '. ';.4.4;-'-'',1, .,t." y,_,.(. _ 'i1 _ --:,..V-„,• •<,`_s.'+ ,.;y,,'.`;.. "'?.°.1 fiV'' >i. t.i'4ga"`s? ".1':.` .,..t,-a-•{L' '4%L, •.i- , .4 :rf - " y,, Pi"" .i -;—l' ..t - -•4•,. • :y}� • °•t;b. • •w",,,12r.• 114 Fi Mechanical Properties Electrical Properties(STC*) Cells 1': - 6 x 10 305 W Cell vend&, LG .MPP voltage(Vmpp) 32 1 Cell type";,. MonocrystaUme MPP current(lmpp) 9 52 Celt dimensions - - - •1.56 x156 mm/6 x 6in - Open circuit voltage(Voc) • . 40 0 °of busbar 3\- -Short circuit current(fsc) 10 1 Dimensions(L x W x H) - ..1640 x 1000 x 35 mm Module efficiency(%) ', t 18 6 : '64 57 x 39 37 x 1.38 in ` Operating temperature(°C) -40-+90 Static snow load ,. . :5400 pa 113 psf Maximum system voltage(V) 1000(IEC),600(UL) Static wind load - 2400 Pa/50 psf Maximum series fuse rating 20 Weight - ' -' 16 8=2.•O 5 kg/36.96'±4 1 lb PoNler tolerance(%) 0-+3 t_unnector t e MC4 connector IP 67 /p 'STC(Standard Test Condition}Irradiance±UGC wlm1, dal,tamperatuce 25"Q,AM 1 5 Junction box IP 67=113 bypassdiodes - *Tne nameplate power output is measured and determmeJ by 1G Electronic.at Its sole and absolute discretion Length of cables 2 x',1000 mtil/2 x 39 37 in •, Glass • - High transmission tempered glass Electrical Properties(NOCT*) Frarne Anodized aluminum 305 W Maximum power(Pmpp) 223 Certifications arad Warranty MPP voltage(Vmpp) 29 4 Certifications IEC 61215,IEC 61730-1/-2,UL i 703, MPP current(fmpp) 7 59 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 37 0 Module fire performance(UL17O3) Type 2 Short circuit current(Iso) 8 14 Product warranty 10 years Efficiency reduction c 2°5 (from 1000 IN/re to 200 IN/m') Output Warranty of Pmax °' Linear warrant} • (mda5t1re111ent TalelanCC 3-3%) •NOCT(Nominal Operating yell Temperature)Irradiance 800 Wm.',ambient temperature 20°C,wind speed 1 m/s •1)l rtyeer 81%,2)Aaer 2nd yea•tl%%p annual degradation,3)81 2%fur 25 years Dimensions(mm/in) Temperature Coefficients - ' ]fwro) 1W0/3737 5s•d0( NOCT ' , 45±2°C D,am holes Men) (sem n151v0 ade) _ 4.0.75(Ynkto) 960/3/.80 Pink -041%/°C ane hol°r(4ea)\ (Ormomeneneem,rounuap 11°8,1 ,. 12/07, Vocj -0 29%/°C _jaan el m 1 lnnrtmn b,,,,,, / Con/4.N ha/102.1 t` e-oanu°,mat ) (•) Characteristic Curves Mounting hafts 1 10 10001/6 /52215?3L4 5. u6b lonOth J? 1� ' 8- eoow d F 5, 6006/ V j/ii ii 5 a-- , - 3 94/3717 `i r, t S 10 15 20 25 30 35 10 Vohoge(V) • mt 110 • 1 '-' e 1 ,•,i F° ro i c m Q a a^ Fl'`'i 100 _ he 35/I]0 i We IWO CO 10/0 CO t. 4(( 80 .,•. ){, ......... .............. ._. ......—.-.-- .-.. .- L i• � ^m t 0.011 • l Prom ''./i1 60 41 1 M ca ;ft r5 111 5/00G , + i; 40 _ D6ca4x DeratlY Detail kf .f i; 20... 20/1 to 22/0 87 tr1' 4' lorry^eon/tame Shat side Frame 4•t i, 0 q,t 1 -40 -25 0 25 50 75 90 lnnyaramra Tel 'the distance between the center of the mount no/grounding holes il, ',i 3i',', i (i ' tr0';imG 1-1,i, North America Solar Business Team Product specifications are subject to change without notice .1 LG Electronics USA Inc "LG Life's Good"is a registrated trademark of LG Corp r El I+Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 All other trademarks are the property of their respect)✓e owners 511 -,.'.4'''',e, DS-N-60-C-US-F-EN-31002 Innovation for a Better Life . 4 •',, Contact iq salar@lgc cow • mrwwigsolarusacorn Copyright 2�2014 LG Electronics All rights reserved 0 r • ' 0 1r ' '•,.Ir 06/17/2014 IIC ' -,i ;'i Enphase®Microinverters r ';j I. Enphase® Mdo * ., , , , ,‘ ,,, , ,„ „.„ ,,, ,; .:.;„ , „.„, ,,,,,,..„, ., ,., ', , ;;;, 1 ; ,; , ;;;4J , ; t ,....),, ,,-;,.;;-„,, -1; .,;, ,,,, ,,,,,, t L,1 ,, ,:;:„. ;;;;„, ;.,„ ,,,...„;;,t;,,:.,;,.. ,A icy, - _ -,, „ , - '' (. ,,,'{ K y,( i`1.� , N; ,:1�. N, .11 r; 1' # LL � t " 1 � i.: , ° `¢' .f..{k ,!r l�r' a . a- i,t et ?, ,i Ywt�.,n eJ Zb . , �. it I ..a,,,,!'P I,tr t ii' -2..::; q7 {� . vV iti =----=rre The Enphase" M260 Microinverier delivers increased energy harvest and reduces design and ?,,. installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insupted from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. Thi II , further simplifies installation, enhances safety, and saves on labor and materials costs. . ,f The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications :•-•:'. Gateway'', and Enlighten®, Enphase's monitoring and analysis software. 1.'t :, - .—>=v.,. .. a..«_ .__ 4. vim„. .- � awra+r.,. . ww �.._.,s ` :.:�:- =' t S.'.", PRODUCTIVE SIMPLE RELIABLE e ; ...".-� - Optimized for higher-power - No GEC needed for microinverter -4th-generation product ii' modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped ' ;71' - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years -. ' troi344. [ ]clenphase° ,;$ . E N ER G Y C US I • ' • -• tIeIv • 4 A I, ; I , . • Enphape'''1111250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 liecohlmendedinputiqq4er(STC) .• z", MaXimum input DC voltage 48 V Peak:power tracking voltage ; - • s _ • Operating range 16 V-48 V , ; •.1",";"-- • - Min/Max start voltage .„ ' •". = - Max 1c short circuit current 15 A OUTPUT DATA(AC) @208 VAC @240 VAC Pbakfitput power r .'"'• ' — - ; atecii(continuous)output power 240 W 240 W -g-‘, NominAal output current t". „:- -•;„'-= ,,,it.15rik(A,rais-lat-nomirial,ddraticin)',';--,;1.-0A(A rms'at-riominal'clifratiOn) 141-4-cza,z1 ,• N'clirinfl voltage/range • 208 V/183-229 V 240 V/211-264 V • Nohlinql frequency/range-17' ';;;;',;;' „ :$.60.01 57..:61`111,'1% fel ai ' ' • ' !!'-a ;L-1..a.a.Llra"-ra „1„.. "` " 7'!"t Exterided frequency range* 57-62.5 Hz 57-62.5 Hz I0.31'3!•t•- ••.'ttt, t.• - "• = s.; Via; •, • t.;t Maxipum units per 20 A branch circuit 24(three phase) 16(single-phase) . -2'• q1a5sjp-fi!m_outpkiit fault current . 860-;MA •`. • EFFICIENCY - 61Ebkvveightdd'effidietcy,-‘• • 3 . -„,g6.5% "; ROak;thverter effibiency 96.5% —•".:.:71•7'fr'',77,77A7:-t13%;V=In,7,:',,,,°:•:t7,,,'•,,,-..,-vf-1:: Statid;MPP,Teffibiency.(Weighfed;referenbe!EN60630)"' 4 • ,• • 1-'a'•% 41 '• •"''tsta %•;., ' t , a • st--A! Nighfifirne power consumption 65 mW max „ MEplANICAL DATA Operating temperature range(internal) -40°C to+85°C Dirnerfbaliaat'ions,(WXHxDr; ;;;;.- ,;c1714nrii 073;frimIX 30 brackefl 13 Aaal..,• ...a,a, atlia,".aaalt-a 4rnmwitñout mounting1 V)/eight 2.0 kg •- 0,6,011n,g, -• ' onvedtibn • ;• % Enclosure environmental rating Outdoor-NEMA 6 PtAtURES C6m: Cqrni-nunication Power line 4NEC 690 35 ground is provided in the Engage Cable No:I • additional GEC OEb:orsigtoiliid--is-re'Cluiredrtibrickfduft 4:irotectionl'(OEP)Is, - t't „t• • '10- •'integrated intp"thel-fricrotnyerter..• ,%- Mon1. itoring Free lifetime monitoring via Enlighten software cojiance , 4,4UL1741/lEE1547,FCO,Part 15 Class B cAN/cSAC22 r -2.:4;04,,and 4 07.14011:,..1—',,,,I.; - - _.--- • y „ - *Fiequency ranges can be extended beyond nominal if required by the utility ; •- Tolearn more about Enphase Microinverter technology, r enphase® viL sit`eriphase.com ENERGY @ 201 1 Ehphase Energy All rights reserved All trademarks or brands in this document are registered by their respective owner IRONRIDGE Roof Mount System XRSO Rail XMas Rod XR1000 Rail Intel nal Splices ; _. „ .'"'-----‘----3 --------„t ----------,.; ' '-------:it. - i Y �,.:'::^"r..,*, ;g'• ,.i!--7,,,,„°;• A low-profile mounting rail The ultimate residential A heavyweight mounting All rads use internal splices :,t" - - - ;. -� -;;. - lar regions with light snow solar mounting rail rail for commercial protects. for seamless connections :r1 4 • • 6'spanning capability • 8'spanning capability • 12'spanning capability • Sell-lapping screws • Moderate toad capability • Heavy load capability • Extreme load capability • Varying vetsions ler rails • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered •f _•e :—..=.,__ _.._-_____ FlashFoot Slotted L-Feot Standoffs Tilt Legs .r Wit...._.._.. .''"- 5 .1 a,-, t.,R.i I i Ancho+,flash,and mount Drop-in design for rapid rail Raise flush or tilted Till assembly to desired with all-in-one attachments- attachment systems to venous heights angle,up to 45 degrees • Ships with all hardware • 1110-friction serrated face • Works with vent flashing • Apaches 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 9" • Fixed and adjustable IronRitlge builds the strongest roof mounting system in sour Every component has been tested Io the lural and proven in extreme environments End Clamps Grounding Mid Clamps" T-Boll Grounding Lugs Accessories Our rigorous approach has led to unique structural lectures such as curved rails and reinforced flashings,and tit *1 -`"^ " is also why our products ala fully certified,code compliant and backed by a 20-year warranty i ,r.:7 r 1 s Ix 14 (`I ,, e f I% ',bs.,..t r'"t GsE':t.. s Strength Tested F. ,- PE Certified 2 iar— • r z c > � — t, ? ie:_, ;� .r t` —t All components evaluated loi superior •r.,,,,-,e.-• Pre-clamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and structural performance available in most states modules al ends of rails in the middle of the rail rail's top sloe organized look lur rails • Mill finish&black shed • Parallel bonding T-bott • Easy top-slot mounting • Snap-in Wire Clips • Sizes tram 1,22"10 2 3" • Reusable up to 10 times • Eliminates pie-drilling • Perfected End Caps Class A Fire Rating -, Design Software • Optional Under Clamps • Mill&black stainless • Swivels in any direction UV-prolecled polymer , • 1-: Certified to maintain the fire resistance ry i.."—II' Online tool generates a complete bill of rating of the existing roof ..,."-„ materials in minutes • . Earn free Design Assistant NABCEP Cm Idled Training • Integrated Grounding ._ : 20 Year Warrantyl ^' g g i-- '' (l Go frpm rough layout to fully f;�� continuing education credos. UL 2703 system eliminates separate - Twice the protection offered by 11 engineered system For free while learning more about our systems module grounding components competitors _JJJ@ • ' 1i- -.S, _ e.,.- .- .. . .. :i'b;'-,moit» ::..L: -+'f•''.,.•' K.r i - v.. .._ .'. , ,-. ,S. �:,•12.—,— ' - s .-.__,,,,,,,..,,,,:1„..,4�.K'...::°1.,'.._`.a-✓,,,,, .v.,_T,:,,,ae .m?L. _,4,,;„,.„,',„ - -_.a - ,I_- .._ - it rit" ' AUTHORIZATION TO MARK Installation Overview Install Roof Attachments 1 ' •Install appropriate roof flashing and/or standoff for roof type rhli,.,,Phonar,:,it ap,,Iit ton of Ilio Cod,fioaho t Markin)shown below in Ilse model•,itoo0obod tit the Product(s) •Attach L-Feet to flashing or standoff. Cover,d,,,-;lion v.hon made in or:mid:we:with the condition,se'forth In the Certlhcaton Agreement and Listing pr port Tld-•nuthndzrwon also tipples In muhip1e Istne mndol(s)tlonthed on the correlation page of Ota Listing Report .'i7,7,,.. Prepare Rail Connections rim d46,id,,,oi IS the property of Inladck rostng Services and Is gill Iransferable The neri,ricaiion rnark(S)may be •Insertinto first rail,then secure with GroundingStrapand applied only at the location of the Party Authonied To Apply MarY splice soll•drilling screw. Applicant IrinRslpte,Inc. Manutactaror fronR,dge,Inc •Slide second rail over splice,then secure with opposite end of Address 149,'-1 Zcpnyr Avo 1135 Baechtal Road ' Groundingself-drilling Hayward CA 04543 Address Mlles CA 95400 Strap and screw - _ Country. USA Country USA Contact Tann Schwarz Contact. Jon Norsworthy Phnnr f900)227-9523 sr--1 Mount&Ground Rails - ' (510)22b-G913 Phone. (400)227.9523 C1.,1 FAX (707)450-1533 FAX. (707)459.1633 •Attach rails to L-Feet and level rails Email, yscmvm,- ,m ndga cam Snort. )tiers vcm,yP,mnnd5a cog •Install one Grounding Lug per row of modules 1 Party Authorizod To Apply Mark Same as Manutacturor Report Issuing Office. Lake Forosl.CA - r)i_le:rr,nv I I r t gIn7 •Connect Grounding Lug to grounding conductor , Control Number 4007559 Auihonzacl by for Thon,s J.Patterson,Certification Manager ErL CLASSIFIED r•-'i3 Install Modules&Clamps -"'"' - -'- fi:,3 Instal(first module using End Clamps and Grounding Mid Clamps ' Sus - • •Install additional modules using Grounding Mid Clamps Intertek •Finish row with a second pair of End Clamps i This docvntnnt tuparsedoe all previous Authorizations to Mark for the noted Report Number. ,005 I.w.nv,cwn.ni...'a yr Csessowi.,,mwtni -w„r n,aro Von or -~••e .......sols,ww,m,r'Mhwsr+„r.^^-orwvs.Cooc......“...,.....s. '„;.;.:. n Testing&Certification r--- - n�r.4n,rw, Ctseew u+.sv116nes.r.p•yaon.-a-.-'n!n/..n•.y.i.,,tnt.asstenaa/.. a,u cfNbna.C.,ou,r-.6~- n Is t4v,.e x8.....1 nos.,.a 41,./.,..t .. t'..s..4"`.°.w,».H.•....,:.a,„<, , ”°.`oalsle`..siss...,.,..,......'.":,r•=,r^,° re- Module Frame Compatibility ••., �•„µ.4,•fw-.-h ,d�.sG� r'ne,0'v.'_','. The IronRidge Integrated Grounding inions,Teetino Services NA Int System has been tested and certified to Fr f Dimension Range 515 East Arg,namn roar,nrt-ninn Noghts It WOOS UL 2703 by Intertek Group plc I A - 31.0mm-51,0mm Tohy,rans aJO-315.3551 cr A•17-430-.5007 FrA 31.-283.1672 UL Subject 2701 U011Mo of lavostrgaton for Roca Mounting Systems and Clnmprng()maces for Flat-Plate UL 2703 is a proposed UL standard ° _B 5.08mm(minimum) Smndard(s) Photovotlat-Modules and Panels.Issuo Number 1.October 4,2010 for evaluatingsolar module mounting g Any module Immns whose pvamolors are not tstod In us• and clamping devices.It ensures these • I provided table hnvo not boon tested forcomeat0Oity. ,t Product R Rads vnth Intonrelad(,•rxrhrhnn P g Bnu,d Name 18,1 devices will maintain strong electrical and , Model. 51-01110-007 51-13100 0058.51.50004171,and 51-55 001 _ mechanical cronnachons over an extended , period of time in extreme outdoor . The Grounding Clamp has proven robust in grounding 80-cell and environments 72-cell solar modulo frames with box construction and a range of anodization thicknesses The testing process closely mirrors that All solar modules hated to UL 1703 and with frame construehon of UL 1703,the solar module testing within the parameters stated above are comp,::ble with the standard,including temperature and IronRidge Integrated Grounding Sy,tenl humidity cycling electrical and mechanical ioad testing,and mnnutaclunng quality , , reviews „ ' h^...-I 101;-1 i l'125. , _ Pay,,: } AT7t :cn.+d tar-,J,s.,1Na „..., J. =L_. - =`-:N. 't-.n:_ -`:.^'h'''X'-4{:v.- ,?, :;T•r -;,-;'' •7- M1 -:yy T'1.s-4a_ ___.— 17-Ts--",i)o1*,114V.zZ� ^•".-.`..1~1-c.1-='_- as ..-.. - �— __ } -.:...r_ _ . - - t- .,..� - - -.'.•vYw�•.R'_ w�f..:Sit.s•:jG'.Li:.�.r.:..:.q:......2.e�. - �__ ... ..n �. _ _,-. •Std. ......_ - ., r..... - .-. !ROHR DCE XR Rail Family ) Starling Madison Lofquist, inc, r. t a..„ 5224 South 39'a'Street,Phoenix,Arizona 85040 ; *'<...04 tel.(602)438-2500 fox (602)438-2505 vn•,wsmleng corn Over their lifetime,solar panels experience countiess --4,,‘;,,,,7„,,......2,-.4,-,.:Z---,,,,...„- extreme weather events Not lust the worst storms in years, .`r< ,-47.,' „"``r,,�.a., but the worst storms in 40 years High winds capable of ':yu g:14w�'* `'. 't".`-• :r'a,. �,.-., ryx�'• w+. p June I(,201-I nopin panels Iron a roof,and snowfalls weighing i^; -t- ',,,`:yc;"#^ 'Px., a.: "+4A,7.2*v c y p• .} g c c'- =';Y}` , cry, 't+°"5w�`„,,.'w`yty II1ya rd. Ar Ave- Page I of I 1 enough to biirkle a oriel frame (�.�'�,,�,� �^�;� �• .s,r.,. 1 11.1 ward.CA)-15=14 ;<'-^^..C✓`' ",� -:..h:aer..�-•1 fi t jrn,-rk7 " '' ,p,;.. Y XR Rails are the structural backbone preventing k 4... .. r;,re r,,, y.'Mt ;y,'',1r-•-, ihos1 results They resist uplift,protect -fes`.." -` ,. :' "`" ``.='W; ` ` n•n4,,4nr. '.;,,,,-;,',..,,,, ,,,Z.,'"2„,,,,,,lr' "I :`:,',,- 1,,,.r ,3°. Ann Mr ilei Id F.Taggart.Vice I'tesulcnt 1'toductc against buckling and safely and efficientlyfi' yrj"-..� < � :.ry )� r. 9 0` . ;7.'s-,-,,F,.4.2$;„,,:-',';';';;.I::: Jl ':zr ^';i ',Ar.s`i: t',.- `i 10-.,. / transfer loads into the buildingstructure te;',' Their superior spanning capability . :r..-,c:..4-,,, +.�,;r-`<n r „J .,;p,u,:.�J�':wYyaaa•`i1- "�1`Vi.-) Sublet!. honRtdec XR 10 hall.Root'Flush Nlotnurng System--Structural Analysis repines fewer roof attachments n. ,' - .*` ?'s;,p'-'r. i°~;'-;-$.'µ,'. t reducing the number of root .= j=il,a°' ' ': *44f(r;,s:_ s;'. e. .'JI ,..1# ' penetrations and the amount ",:,',1,i;',.",...,,- j '., z`.4 1--..7.pJ Dear Sir of installation aro , ,e x+;j�aLr;�=STM`" :i �`:s.�P^""'�+r,''��:� ---1,3'''?.'"--=`,.',..;a r'd' 'iii, - We hits analyzed the IronRidge XR10 Rail for the subject solar module support.}stent and ie : -c;; • ';ti tidetenni ed that,for the configurations and criteria described below,it is in col-ph:Ince with the " ',:','<7.L-$. ''''':X.,,'...'''''''':_ applicable sections of the following Reference Documents. >w ) Codes'ASCE/SEs 7-10 Min Design Loads lot Buildings L Oilier Structures e % - International Building Code 2012 Edition �;' California Building Code 2013 Edition �.r ", Other. AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV :u :-, •, ", ` �,p Modules dated Effective November 1,2012 by ICC-ES 'G„a” <•";14':`.: .ori id-,�`'4 .. Aluminum Design Manual,2010 Edition • The trunRidgc It 10 Rail is an estrudetl aluminum section a uh an overall depth nI 175 in and a net „m,', ,`.!', •" ./ ',, '. .,.,,, ,.. Fore©-StabdtTing Curve area ol'0.363 sq.in. The rails am used to suppoil solar modules,typically,on the roof of a but Iduig '„.`�"•e• ,,:' .,:;.„,„' CJ, ''',!giro-i',IzA sio;an roots generate Loth rod 4, x ,,•,,-%•,,C' fo3 a Mona mg rues twhtchcncam 5i thorn Sec Exhibit A-attached. The rails are clamped to aluminum angle brackets that ate either attached ,r t-;h to band and l•.iat Ti-caned shapo 01 X5 0,il: = rq'i,'''." %"`FdfrAgra°s' ^� `'',. issaeoallydota.n„dtoinaenro;Vro n In both directly to the loot framing or attached tea stand that is.created to the roof framing 1 he roils,arc *`.^+k`-,'gas's x"" r '7f''�.7g-- '' ° nunaned across the slope with a.mall clearance(flush mounting)to the underlying roof siniculre ., r-•' .:+ ." tc ,s+„._t :;.- ,-j dnSr,UonS wn,to meriting ilia h•.int�ey ltA9 unique p -,7: "T;,,.y_.'¢} ' q�> If y^'” ''a�j'.? lenfurn odserou 5raaro,.senuutydar.-w omomo l he installed solar modules are at the sante slope as the underlying root structure 'r '• -; r;• e .•',,o:a,'..d aeaa•or two a May:system Nome }il?'" '. � ,.''-.,% All loads are transferred to the road framing through the angle brackets by simple hi-axial(testae of :''1'1';.-t--:4,,r' g the eels 111e masunent span of the iails is governed its either the mid-span flexural stressi•s of the -. L%&,,,' `5'y r''\' .r deflection requireatr•nt that the rail not come into contact with the loot' 'l he effect 01 seismic loads(tor all design eateguries A-F)have been determined to he less thin the effect due to wind loads in all load conations and combinations Therefore,the nunsnnum allowable spans for common load cases are sheet in Tables 1 2&3 belts for 0-6 dc.picc.lopes Tables.1,5, Compatible wdh Flat&Pitched Roofs I I Corrosion-Resistant Materials E l 6 below fon 7-27 degree slopes,and fables 7.8&u helms for 25--}5 ilegtee slopes _ • +n n-rti;At• ,. 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SC BC OP 6h 59 S9 G9 901 -�--------- }'--- �� - _ - __-.. - 6Z IC CC SC GE EY GL' SS 59 � S1_ 5Ul_ 6Z 1 LE 1 CC SE SC CP 61' 95 99 I ZL 001 65 LE CC 9C 1 GE Cl'-1 6P 99- 59 5L 001 )cd I Isd 1 lad 1 Lod isd 1 Isd )ad )sisd ---- )sd p ydw amsodrs 1Jl )sd Isd IS pi sd LA:, op-rod• 06 I 08 1 01 1 09 OS OL OC 00 I OL I 06 09 OL 09 09 9 I OP OE OZ 01 1 1 0 y 7 Pondg V prod M0u9 pumpsPoodS In P1-11M OIliX pool mous puno/s "t 11u1M ORIY. 3 111107 PLUM-saa,12a(1 LZ 01 1 ado{S 10011-WNW!)SNvds NMI WWI-5 aitlt1 L auo7 111!.r,1-sao/Da 0 LI of L adolS J00d-(sayaul)SitiVdS lVflLrJiK\rtr:.P:lige 1 Ic,(p'uv itunlatwti uta1S,SS Cul unoi Tam Jou2i'11oll 0 Ilix a6prouWl SI.(11111\:pill/1111S-aloP,-g3ul1un0�S ycnld.1111,11'1 II'J(11,I\a zIp1ii11011 11 J0 9 afrd maul.',I pint.4'Jpi 11 10 5 63r4.1 11r33ej. I p1^t-(I J I V t'100'9I 011111 a$plyuoal PIO?'SI 5(101 5PpI luo.II -_<V- .� , i,-a-:. - r,. ;'-v = --44--._ _ e _ :rev » -. _-_,, - -- boii:idge June 10,2014 IronRidgc los. 10.2014 Air Uas id I- I aggarl Page 7 01 I) AIr.David I I agg.rt IIonitidge XR10 Rai I.Roof Plush Mounting System-Sitoctopd Analysis RoofPage 1101 I! IronRidigc XItIU hail Plush Mounting C.,(cm- Snuimal Anal) Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 77 Degrees-Wind Zone 3 Notes Tabulated values are based on the ioIlosvuiy criteria: XR70 WtnO Ground Snow Load Rai! Speed I Building'neon roof height-30 It Exposure mph 0 psf 10 20 30 40 50 60 70 60 90 2. Risk Category 1 psf psf psf psf psf psi psi psf psf 3 Solan'nodule long dimension=67,5 in 100 59 59 55 49 43 39 35 33 31 29 4. Piuvide 2 in.cleat hclssveii tont and aril 105 56 56 55 49 43 39 I 35 33-r 31 29 5. End cantilever span(nuts)--0 40 x ma\imwn span flout.lbutc table, 110 54 54 54 49 43 39 1 35 33 31 29 6, No rail splices in end spans 120 49 49 49 49 43 39 j_35 33 3129 7 \o mil splices ni middle Ir_i of interior spans Category 130 40 46 46 46 43 39 1 35 33 31 29 B - -- - — S Single simple sp;n1(%) Spam listed nn the tables above may be multiplied In 108 lot 140 __42_ _42 _ 42 42 , 42 I 30 I 35 33 31 29 continuous tails of 3 tit more spans 150 40 -1 40 40 40 40 39 ( 35 33 31 29 160 :37 37 37 37 37 37 I 35 33 31 29- 171) 35- 35 35 1 35 35 35 i 35 33 31 29 Om analysis assumes that the rails,including the connections and associated bin Iss,iic,:ue i vital led 100 50 I 0 50 49 43 39 35 33 f 31 29 in a sslskmanld:e marine!in aecnt(1:ulcc with the'lionitidgc Roof-Mount Installation 5ianual'lis 105 48 l 48 48 48 43 39 39 1 35 33 I 31 29 }( T-- irniiltidge and genetall) al ceptcd standards of consliuctioil practice.Additional inRtnnation is 0 .5 �_45 ; 45 45 13 3 ! 35 33 31 Y 29 available at the IronRidge via site,hon Ridge coin. Vindication of i'V Module capacity to suppanl 120 ~"•2 42 _42 42 42 39 1 35 33 31 _29 Cr!aan.,.y -: -- - -- o-- - ---3 - the loa;is associated with the given array.hall be the responsibility of the C'00)1.mtoi of Owner and C 130 10- _39 _39 _3 39 39 _i 35 3 31- 29 1101 TionRid c or StarlingMadison I tilt uist, 145 ..6 j ::o 36 � 36 36 36 35 33 31 29 g I 150 33- 33 33 33 33 33 133 33 1 31 29 160 37 37 I 31 31 31 31 1 T1-1 31 ( 31 29 The adequacy oldie supposing root'hawing is to be determined by others 170 29 , 29 29 29 29 29 I 29 29 29 29 100 45 46 46 I 46 I 43 t 30 I 35_j-3311 31 29 105 444 41 4.1 44 4 43 l 39 1---35 --33 31 29 Picric tee)bm !lee to contact e at soul consenience it you have any questions. 110 42 --- 12 42 42 42 �_39 r-35 I 33 31 29 12U 36 38 38 1 38 f 38 39 I 35 I 33 31 29- ` • ricg — a 0 130 35- 35 I 35 35 1-35 35 1 35 33 31 29 . .r Cory Respectfully yams, 140 .3 33 33 33 33 1 33 I 33 33 31 29 - 150---31 31 31 31 31 1-31 31 31 31 29 i -165 _ 29 1 29 I29 29 i--- --r ` itis„i}y.,l4:ihyO,x ,t°Zi:Pi^"° 29 , 29 29 9 29 29 c %k4 est 170 27 27 j 27 27-1-27-1 27 27 27 27 27 (! ° t `k fres Warnci,P,1: (,^ ty"'f`or.�' f m Nate, ,,• Design Do isia n Manager nyCSSio vX 2x4t11 'ii trioti 7 i-clo.on Lofqur.r,Inc Consulting SrucrinnI and Foietooe lingineer% St.atling Madison Lotptisi.Inc.. .... Comuliln(:Structural,rad 'ore mat,I'm•merr. .7. ^ . 1 SCOPE OF WORK DESIGN a DR F11 B I JANE MINNICK, j' ----7---------- + q; J 3 k a q p� ' ', I 1 .5 p �'i�i ', :_, z NA6C 'J�'CERTIFIED • III i 1,t 1 '6 . i S . !X.,,, 1 1 r +« I I t, i.k 'd �..' ' a 091112.129 TO INSTALL A 6.710 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE COHEN RESIDENCE, LOCATED AT 405 WENDY DRIVE, LAUREL, NY 11948. I I' + ` '4 ` ' t`` 119 I[ `14 t' 1;, _4 li it it THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED lir ' • I' f, I t i.1 ' 1;, t aI..... �rss� � 1,1i,'ti � '�. �� �' � � ;�'� t�� � 1°'� � nil �.��". L,, _ � e 1 �,��. �r�.r�owy�ew•a6��++� �, I`. I, ; ,u ip l' •1• 1 i, ' f FIENMIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. I d ', e i 1 ,4,• I , ;i r, �, — - ` P.: ,. I I 'AI: ) , .,,3.�•- ) 1 *I ORIGINAL acd 0AtE Fkv I; THE /PV SYSTEMT/� DOES ^gNOT ,�IINNCLUDE STORAGE BATTERIES. t,i y q1 u +it. u 1 x.' a, L TT — I �R'...�dl I�� 1 �1v1�11..31 •I,j, � I �'; ' Ir f'I ��`. I ' � ���1:' :, �C .i' I•. r�. w .'� -�� � - 111, I��1 - oaiclr� os-os-tots 1 y �Ij, l a IIrr! t1 r1 � uI ,1 1fl 1r.11 I, 4.906 kWJ DC M-C { i do t t 1r 4;t y I rl `I1' 1 i. , i.. F'.y I 'a� I.1`y ' y^'' ''. 1E { p i, 4" • 1 �,�11'4 . r EQUIPMENT SUMMARY -1.. • i 11't':" t ��ti� 1 i, 'II'I el 1.i, 1',I 1 !, �� I' 22 �. 4i j -111"-N,,\ 11 1 . y tt t �, "y.. 3 LG305NIC-B3 PV MODULES - OF NELN o '_ _. 1 ! ' Ili 1r V t ,", , ,.ft!. GCSV' +Ai;TOF4 E , 1 22 ENPHASE MICRO-M250 60 2LL S22 INVERTERS P� ,Q .�- 1 y.. I1 k 1 m 1 u y y I IRONRIDGE XRS1000 MOUNTING SYSTEM 5 \ ' q I w ll 11 it: "'�r,,I, Ir t c ,1 n u i ,,p l:II , 1:'',, I I f'1 } c t :14 1 t It; 1,1 I Z, ', t1 114i 11 I, aHEET INDE '„b,,r' F r 1 mxau4, . ': F �p 1 1' 11 f Alt shit_ 1 : I uF4 _ / 1•f�'i1 1 .1-. 1, k ` Il �,lr @ �• 1y �1If i4 Il li' d) �' ) I. PV-1 COVER �O �` ' ' I�h� P ••'� x It t.,t 1,,, 1 . 1 {.,t 11. n ' 'n!! kr ��, PV-�. SITIEF'LAhI �!/ �)ia I r 1t,� 1 fl + ;� 91 SOLAR UNIVERSE x ' PV-3 ROOF PV L,AYOLfr e N. S , `I t , 41 1 I 1 7470 I �' I w,l ' SOUND AVE PV AL STRUCTURAL/ DETAILS & SEY)TIOfrv9<3 06 5,1 O .,:• z 'it'll l lai� t'1�� .1' 10., d'° 1,, ; irl 4 1.6 . 'S,1+1y 6_��'1 ',I j ip 6`Q 093 �� 4 I r , „ , , MATTITUCK, NY 11952 i I AR P� £ '1 ;I ii 11:'114 ,I1t. .1 k qii " !, , , N .1 t, I { 1 , • ,1 ;�i I ,,- ` ' ', LICENSE # 43889 H 1, GOVERNING CODES ,, L I�l'��1 I,� 11 II 11�u,," I 11 �i '6 (( y it .1, ' OF 10IMSAMIKStilerillattatherlErfri 0P"- ESS " 1 i�'= 1rd_ �Ir a 1 11 1 i9 p_ I 2011 NATIONAL EL OTFO rAL CODE r ,'PRCE�I 7 NAI4ICE o 2010 RESIDENTIAL BUILL?INO CODE OF NEIN'YORK STATE ,A PROJECT I�° ATIO N k UNl7EpWHltE FtS L4ROR16C}IIE� (ULA STFat�pAF11lT6 QSHI 29' 1910.469 -i CO I] GENERAL NOTES Pii/ el'11,r d ® a j I. CONTRACTOR SItALI,.�GHECI< AND VERIFY ALL: CONDfI"ICIINS , � � _. ,, � - li AT THE SITE PRIOR TO STARTING O WORK AND SHALL * i FAMILIARIZE HIMSELF WITH THE INTENT`OF 'IIIIESE PLANS ,,:t41,,3: 3 ,.,„-f, ...I a+'' • t 1 • I AND I4�AKE:WORK AGREE 1'I 91= SAME, " ' ;I '`"i LLO I, { 2. CONTRACTOR OR OWNER.SHALL OBTAIN ALL REQUIRED I g' APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, , i ,'' INSPECTION APPROVALS, ETC,, FOR W0l K PERFORMED 4^ LIABILITY, WORKMAN'S FIN`S OMIP S TION+ I 1 ' a .. '' � , " r Cr 10. CONTRACTOR TO EFFECT'Aft! MAINTAIN 1NSURA,NCE, I.E. ,,, + ` 1, ' zW i CONTRACTOR'S L LIT , X O I M COMPENSATION. ti It ' PROM AGENCIES HAVING JIIJRISDICPION THEREOF, IF COMPLETED C?$AERATION, ETC.ADEQUATE FOR THE r `� # + r" I' riEQIJIRE0, ' i.-:•t1 �, - .# yl j. ii. ALL WORK SHALL CONFORM TO COM TRUSCTION CODE PURPOSES OF TFiIIS MENO,T AND FURNISH RIRC)�aF OF3 t I SAME PRIG 2 TOCOMMENCING'NTH WORK. k r , ' w„ ® CD 44C, AND ALL IIRUI-ES AND REGl,OLATIONw, OF THE(RESPONSIBLE 11. EACH ;SUBCONTRACTOR SHALL BE RESPONSI ..E FOR v # ); ..__ -....,. _^...,..,.......e..... ,+..wr.E*ryp..."�_ __.._,.oZ..._...._. .._.�. ,L*._n...;. . .rte I akalb a ,e> abeam aMP PESIGIN A.DRAF'nr4ECi eV 1 Ic' de4MlE MINNICK WID.CaP CER41FIE6 OL1112-19 I a esaaermay°gamrcra 1 REVISIONS lq rI D CRIP9Il0l1 I-u.7E REV h� I ®.,..,_..._...,.��,... --r. I ORIGINAL 08-08-2015 jY� .ems -- _ ' I. I ! y1 IWC I .•. - - -1; 1 kul I ...,.. .m ......-...y-or..rw Cot IYR4CtOR ' ---_----- N\s, / it LEGEND ly ri+ l p%IST,d4,ITILITY METER \ I1 \ I grim golVIDE R0.143. "v� I,I NEW KrSUB•PANEf.E llll -' AJC 01:5 JNNECT 27r-9n SOLAR UNIVERSE Ili COMaillEFI 11 INN/MVO7470 SOUND AVE IIS T BIND 0.ttD1 RODE .. - ... --- _ .v ---. MATTITUCK, NY 11952 NIpPIPPPLICENSE # 43889 H il e....f3A KIVII�1L mamugppemze�ml4fivar�� d4ha'unmm�uy,' omen"nI � •,.,.gA•CMIbU�3 RAIL I � c I�,I 0 g,Yl"A�'1,fi1F.V1'PQrrit 1, 1[k It 7 je..2�.,, I4,.AJEGTm+no ,.....q.a�r,,NpmE , j I I ,I�I q�, ' 7 III L� e5--IiGOF I+•'ITZ:H AN,LS l^tin, w'I i L �I "a� / j G 19 W W 00 ry '�e�?UNRU4•U u1=1'ER I Ve'' d \ NEWT pLU 41 IMCa vENT er II, Z / 01 !I, 0' 8 a L1.9 ' T tor I�r) 015 " a00D 7".J"J DYfHON tES I ._....,.au. _ --_ ^.._-......,;�...a.. rymm�.rm.r.Yvi.�..,,.'� a ru,iwa, ' .d++a �r��me ew ,W _,.; W 0 Z IE r --....r,...m - \.._, atW«cxwaumaw w I "-' CasTeIeTIAa.SHADING Is..u� . 11 TIRIMA P,1OVE 4S IdECES iRY , l Ir — \� ' 1 0" ,��y r)// 9�" W I' ,_9" /___ — ,��� W CC , A,y\.„(j.,(///,( I1 ] w1 I rn a efi r'I' i /!f I( \ �))) \\\ `\ 0 '.—!e• J 1� �� f —7 8'-11" V I � 2 i4 /, ----- 4 ,110 g..,,,, ,,,0„r ereacmRp�amaatJ. \ EtHIEET NANrIE 11 II �.�, ,r^1����r\ - �� , - - v SITE PLAN it CONSTRUCTION SUMMARY '``� °� N yo II .. __ �/y� ®' g'qN ,G.8C1q OA, P 022) La305N1C-B.3 PV MODULES, x .710 GSW DC.` STC J d 1 o C , . „•. noht,io>e�mrma5, ® 4dmaatlCe 1GIj (2) 4 NPHAS'f� MICRO.14250-6 i-2LL=S22 INVERtERS iir gO �p ,, DRAW NG$DALE i 44 ATTACHMENT POINTS © 64"" OC MAX. '` ° rL "�"NA`«. * + N.T.S. II ii I' 154 Lt IROI'dRIG E }1RS1000 MOUNTING SYSTEM til'r Pa' -1- ,1 ROOF TYPE = AS4PF[A1ll SHINGLE Q CONSTRUCTION NOTES r7 -we; 97 l(/ ROOF/ARRAY #1- PITCH: 35',AZIMUTH: 1231 _ �..4' .yam r mgr ROc/ARRAY #2� PITCH: 36`' AZI I7UTI1: 129' 1,) ALL Ei: UIFi 'ENf`SHALL BE INSTALLED IN ACCORDANCE WITH THE 1'L ROOF STRUCTURE = ;2X8 DOUGLAS FIN RAFTERS RS 16 4.]C MAN UFACTURER°S INS'TALLATI01`1 INSTRUCTIONS. 4 �C�`Q 60935-A �O Q s� I Tr .f R ROOT STRUCTURE = 2X4 DOUGLAS Flfl COLLAR TIES (11413 OC Z„) ALL OUTDOOR EOUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3Ft RATING,, ' of p�,� PV-2 —2 I 34 ALL LOCATIONS ARE APPR XIIUi1 T8 ANIS) REQUIRE FIELD VERIFICATION.TION. ESS10N ®/ I' ,anrtommipee istmastA,pgan tumrn smwraao !mau rmgtaewo5ocadaa onrcu's.erprmrpeitasrarerronoasst,wsmragranaf5orau ,cmaamuw,caoecncamn,Weaeaw'ravmasrAvaaucNtmcnes nrm mwtrz . voesstmeazuram wgaoaw. .zmwyomomcuear, ,.mmnrara¢saahalarsmr t."mmtma,ae imwamurl'.{ ,. ....... DESIGN&GRAFTING B'Yr • - - - - - - - — F/1fiAlE MINIlIGK • INpTE: itiVeraEP CERTIMEP ,35h12-tag "SPACING BETWEI PV NODULES TYP. • DMEONSAFEOFII MOI ULEG Ff{CV)SIGN TO EI OF ROOF INGLES TYP. of :IP>avx aar^ REV I ORIGINAL 08-08-2015 '.i ARRAY #1 _ - 13MOI . _ - , 35° FIIPCH 2, 1°AZIMUTH H -- ?n I'd's FLUSH WISH RIIDOE �I m ` ///,,,,��,,,,,,,„,,,,,///j _.. -.M.� _ •..,..____ ,_..., �w /.: ,- ., 11 FIRE SETBACK” R�tDGE /,' - .tea. o 'rill •/r/.^//r C/■ +:a0• C■.■ i�■r 11••■••/1u!/ �IiPIHI1bIIIUiIIIiIHIIIHHiiIIIIIIIiIUh1IU �I - : -- - 't SIJ !. iinglt_L11111ii111111111 X1111111111Ii_111111 eisla�- - I�■■ERNE ■■■■■i■■■//1 I I I ,I /'■■�i■II■■EN MENEM INEI',Ii111i 11111 H1I I I I I I I SOLAR UNIVERSE �0, iimmEn i - - 1 ^-21" d� I ' ' I 1 7470 SOUND AVE / s:�— mo — — — — — 4 11111111N11111111 1 �� ■■ttl�i�t■■ MATTITUCK, NY 11952 /FT'i>■■Emma ton ■■■■■■■■ERRE■■■■■■ I, ,, LICENSE # 43889 H ■■ti■il tii Ill ■ JIMENE Del • ,'■■�■�1/■ ( I I I i s■MOENMN-.. - - - - - C ,.��,, �• �;■i■t� iit■■i■it�t=li 111111 111li l' I i ` 'r JI: LOAD CAI „LIta4TIo�JNS ,A2_O VY #1 AWAY 442 ._ Liamseaktaw.N4 bRAF-n o 13Y; MtNM"tS MiNiapg. I 61Aodu1�WC�tght . __ 366 Lbs„�6____96 Lbs �� OF NEW Y� � r of _ es 13 9 CQ SCI R ni2-rzs �; •Total WIdaale,Weig'jrt 480_44 Lbs 332.64 Lbs cERTMFD �' y. Aly',. 1 raiat n hof Rail 90 Ft 64 Ft r / (E) ASSY # 1,2- 2x4,- COLLAR TIES @X48" O.C, ----,� ° Dail b ei' -t er Foot _- Q.9 Lbs 0.9 Lbs ��r/ 1` Fdt�VISION; /.. h�( ..a�;��,•;, l` I DFs+�lPn46v DATE Total Rail Wight 81 Lbs 57.6 Lbs * 4j t�i� { * I ORIGINAL os-oa-zo,s ' �I IL__o �` a 5 _ _ _ 24 _ _20 !i ��a.)�� / `�� (E) ASSY # 1,2 2x8 RAFTERS _ t. Wet standoff 2 Lbs 2 Lbs , .:"` �� ,------ ,, ,, - ar< - 48 Lbs 40 Lbs ; DOUG FIR 16" .C. ``� • Total tStangoff Weight . _ Total�A_ ,Weight 60;3.48 Lbs- 430,224 Lbs S�`o °60935-\ ,C9 F..t�� - ` s� L . - I ointl_oa 25 Lbs _ 25 Lbs q V� ' '' - 1 'Total A Area ^- 234 Sq Ft -162 Sq Ft R0FESSLON -y j fi. Array e_ai1 Load 2.6 Lbs/,Sq Ft2.6Lbs/Sg,Ft , _ _ a -• _ / 4 _ _ ' I As pet AS@� 7 Aethotl 1U -`�T t"=2 -- _-1-Itabie 6--1) ,'!' �, - �" J P'net-`[I �hzt I Pnet30 CSA b4): _ 14t Cies X6.5 -� _ 1 1 Q114ble 6--) _-._ -'y CLIMACTIC AND Grofini Wind Speed Live fond, Pouryt Max fastener -�� s I GEOGRAPHIC DEIGN Cattery Snow Load) 3 sec gust pnetn per fallout I..• Fasten0r Type Spacing eking �� - ARRAY #1- 35', #2- 36' c awraACTaR CRPFERIA _ Pg mph' ASCI4.7, psf Ib. rails, in. A # 20 120 _ 405<r16°' c 3-1/2"Stainless Stem _ ,�_- ! _ . - - . -___-__..____,.-. ,x B ill TNT, TYP, # TYP. Leg WAS L # 72" j Roof Section _ .. .. - _ _ _ := -�r ' # SOLAR UNIVERSE # / 1 7470 SOUND AVE (.) .ASSY #1,2 2x6 JOIST DOUG FIR @ 16Q, '©.C,. "` j MATT ITUCK, NY 11952 , _ - - LICENSE # 43889 H � u CLIMATIC AND IEOGMP I DESIGN 11" RIWALLcr Navfutr — — i -- — T -- — - - ti �— ( 7 -XT ERIOR I 1f1f1 - SID,JECTTO DAItiAGi FROM- - -- 1 ; GROUND' SPEEDd _ FROST W W pO SNOW 3 SEC SEISMIC -__ LINE --- ICE SHIELD 0 > .4. LOAD GUST (DESIGN DEPhb 'liERNIITEe U 1DIERLAYMEIiIT FLOOD I Z - - - -- -- -- - ROOF FRAMING DETAIL I W (&�SF) (MPH)( S� TI:GORYe i►UEA"PFIRNIVG� (FT�IN) 11=C�UII�iEDgoAZAR�af - ____ 1� l Q 20 110 C SEVERE 3•-O" MODERATE- YES NO SCAI..f 1/2"' ; 1'-C)' o - - -- -- - TO HEAVY - - - U) 0 Z - I=or SI 1 pound per square fond=0.0479 IddInrj2,1 p�tiiie per(Tour .6119 km/h - m 1 W I'I h, 1111eathering may require a higher t,-trengrlh concrete or gradeof masonry than necessary to satisfy file structuralW ---I requirements of this code,The weathering column shell be' jjlled in with the we,afbering index (I.e,,"negligible," z W "'moderate"of"severe")forconcrrte as deteamla,ed tram tine Weathering Probaplity Map[Figure R3012(3)1.The W (Y , , graof masonry wilts shall be determined!!torn ASV C 34,C p5„C 62;0 73,C 94,C 129,C 216 or 0 662, _ kr)MOUNTING QJF'--' b, The frost line depth may rret♦Iuire deeper footings than lndica1ed tri Figure lk403.1(1).The jurisdiction shall fill in the moi.,4F{MoCI.JLe--1 * _ i O 0 Q frost One depth colulmm�will the minimum death of foetIng Ibslowl'isish grade. ; srasNL ss 9TH{yL a�a E 0 Ij, EOLT AND NUT -; 'r c, The jurisdiction shall fill le this pari of the'table to indidste the need for protection depmratting oh wheljaer there has _ - �.-. �` '''-- 47 I been history of kneltsubterraneani terrmile damage. i^ NN3&c ALM/184M RAIL--f `.�"' --' - d, The jurisdiction shall 611 in thispart of thn table with the wind speed from the basic wind speed mapFi ure 4LU.t UNI'L"uh4cxEr i -4LUMIN4rv1 FLoevINc ## 1 p p C g , �t 1 s RI NA.h t: i 8301.2(4)].Wind c>fpostire category shell be determined cal a site-specifib bass in dre®rdance with Section - " ` ��ALLIW&5 OY ..-- • - 8309 2,1.4. ./ gUIci(MOLnyT ✓�-= ;�---= �'''�J.�� `�` STRUCTURAL e, The jurisdiction shall fill faro this part of flan table with the Seismic 19esugn Category'determined from Section ,I ,t a RAPER X2301,2.2.1 ASPHALT 61�tINGLE N:bF� ` \\ 5/15".1,I•6' 9TAINLi-S9 I i -�- STEEQ IL,aG BOLT Wft1'I 1' • ` f. The,(nurisdlctioft shall,fill ire tills part of the table with(a)the date of the jurisdiction's en ry into the National Flood -� z ,iz^AtdN THREAD ......F.0.0..........4 - Insurance - Insurrance Program(date et adoption of the first code or ordinaneefor mai'tagemtlent ef flood hazard Sreae),(b)the \\__________--- J'�� RENETR4,1ION SEALED DRAtv1NG SCA4..E date(s)of the currently e$fective FIRM and Ff3FM,or other flood!hazard map adopted by the community,as may be ivrtH•x OCEL 45,60 Y Sme;nded. AS NOTED 1 g, In adcordance with*ectinns R905.2.7.1,IR906A.3.1, 8905. .3.1,R905.6,3,1,M05.7,3,1 and R90543.3.0,where i; there has been a I istory of local damage from the etff ots of ice damming,the jurisdiction shall fill in this pad of the ......9,...0“,,..�'.0""'"'w"'"' table i4tth"YES"0tthervvfae,the jvhrisdICf ion shall fill in this pert of the table with'N0.' - eR eHIE7 mums I. The ground show loads fe be used in determining the design snow loads for roots are given in Figure R301.2(5)fat MOUNTING DI,TA9L PV- 4 sites at elevations up to 1000 feet.Sites at elevations abolvn 1000 feet shall have thei-ground snow load increaser] _ from the mapped value by 2 psf for every 100 feet above 1000 feet. SCAI 1/2,, = l0" - 2'1 I SCALE - ,,. . '.� �aw.1keA.0r.a�ii .,v.eq .u,.r m.s.�p.�ae9 .a.a.®ao��..e.. ..t.•..aa.oar..�� ®m v.+ ,sa.•�e»meoumaa .r,� .wm'm. a�e+�orsw�.ae, .: