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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY - ,�--`-rte•' 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#: 39377 Date: 11/21/2014 Permission is hereby granted to: Feldmann, John & Feldmann, John 525 New Suffolk Rd Cutchogue, NY 11935 To: install a roof mounted electric solar panel system as applied for At premises located at: �����/� YD � 525 New Suffolk Rd, Cutchogue SCTM # 473889 D?~ l iQ6//q Sec/Block/Lot# 102.-6-10.1 Pursuant to application dated 6/30/2014 and approved by the Building Inspector. To expire on 5/22/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 aq� Date. I-a "1 New Construction: // Old or Pre-existing Building: (check one) Location of Property: f 1!r l4� ,Sv����L )e6 q-,) House No. Street Hamlet Owner or Owners of Property: k1,Dm Argy r°j Ja,U).j Suffolk County Tax Map No 1000,Section 102. Block Lot 00 o j Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:& j Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature FIELD INSPECTION REPORT DATE Cots NTS FOUNDATION(1ST) ci FOUNDATION(2ND) t rA ROUGH FRA11MgQ& y PLUMING INSULATION PER N.Y. H STATE ENERGY CODE FINAL _ i4DDZ'I'�ONA�,"COUNTS-"� (� �- 1 O?�� . rn 0 . z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey 3 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined �� 20 Storm-Water Assessment Form Contact: Approved 20 Mail to. Disapproved a/c Phone: Expiration 20_ 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 inspection i ature of applicant or'name,if a corporation) �1 0. W L�3U'R, P Li SJ t O� �Ju�jvtlA: APPROVED AS NO-160ing address of applicant) L11 1 b State whether applicant is owner,lessee,agent,�c i�t�ct,engirieer,,,ger"cgntr-actor;electrician,plumber or builder n11 Name ofowner ofpremises q''WMAm, Y BUILDING DEPARTMENT AT 7 t t of is e ftl6 If applicant is a corporation,signature of duly aiUM rINSPECTIONS: 1. FOUNDATION-TWO REQUIRED (Name and title of corporate officer) FOR POURED CONCRETE JUN 3 0 201d, 2 ROUGH-FRAMING,PLUMBING, Builders License No. SDgDb-q STRAPPING, ELECTRICAL&CAULKING Plumbers License No. Electricians License No. �uslo--� 4 FIN AI=-CONSTRUCTION&ELECTRICAL BLDG DEPT Other Trade's License No. nei COMPLETE FOR C.O.12T RE CO TOWN OF SOUTHOLD 1. Location of land on whichroposed work w CdoNSTRUCTION SHALL MEET THE Fold, uiVIENTS OF TW �W House Number Street DESIGN ORCONSTRUCT RORS County Tax Map No. 1000 Section (�2— Block (p Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy FAmlktw T,-\AJc_ukvta b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 0-45 U (Description) 4. Estimated Cost l�$ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of FormerOwner 0 11.Zone or use district in which premises are situated� U 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 premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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 OF_q4 Ic ) ki� being duly sworn,deposes and says that(s)he is the applicant (N me of individual signing contract)above named, (S)�e is the SaA< Ca'*ra Ji (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. Sw to before me thi TAR.R TERRUS. day of V�Q 20 1� /� A OMY PWiC-Stall of Now Abri Q!� Ot�flb In sum a" Notary Public Signature ofApplicit MICUM13110n Expires Nov 25,201' Scott A. Russell 10 SU ']F O)IRLAM[WA\TIER, SUPERVISORM[A..A(G 1E1�UE_T z SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS I'IboJECT INVOLVE ANY OF THF, FOLLOWING. Yes No (CHECK ALL THAT APPLY) i 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. ❑a C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. :'. ❑q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. 1 Ej[:j>E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i [111tj F. Installation of new or resurfaced impervious surfaces of 1,000 square . t feet or more, unless prior approval of a Stormwater Management 1 Control Plan was received by the Town and the proposal includes in-kind replacement of impervious -surfaces. , If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. _ . . —----— --- --- - ---- --- __1- - APPLICANT: (Property et,Dplgn Professional,Agent,Contractor,Other) S.C.T.M. #: ]OOO ate / District NAME: 102-, Section Block Lot C ISI-I ) � ""FOR BUILDING DEPART�IGNT USE ONL`t'-"' Contact Information. VIL Q-14 G M (rdcph—N..bcd Reviewed By: 1f - - - - - - - - - - - - - - - - - - Date: �—�—'`1_' Property Address / Location of Construction Work: - - — — — — — — — — — — — — — — — � ff h n Approved for processing Building Permit- ) tom✓�+ Stormwater Management Control Plan Not Required. \ d — — — — — — — — — — — ®� 1 NL.? i F] (Forward Management Control Plan Is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 _ of S�ryo� , � o . Town Hall Annex Telephone(681)765-1802 54375 Main Road P.O.Box 1179 G� Q roger richertdrown so7itgol6.ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1,�v �NS�ei��,�- " • Date: Company Name: 6C 1A W SOLAR Name: �� s- — License No.: Address: I-10 3t Cgux- u a t LA t,L'1 l� Phone No.: t y JOBSITE INFORMATION: (*Indicates required information) *Name: �Ajvkx-^ j 0l,V% *Address: SLS k ew ,Silo k (2A aJ *Cross Street: *Phone No.: 01 9(8$ 3414 i Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION_OF WORK-(Please Print Clearly) (Please Circle Alf That Apply) Is job ready for inspection: YES/ 10 Rough In Flnal *Do-you need a Temp Certificate: YES/(!!F�) Temp Information (It 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 B2-Request for lnspedon Form Southold Town Building Department P.O.Box 1179 Permit#: 39377 �- I C?j'\1 ='o 53095 Main Rd Permit Date: 11/21/2014 �s Southold,New York 11971 (631)765-1802 Expiration Date: 5/22/2016 Parcel ID: 102.-6-10.1 BUILDING PERMIT RENEWAL LETTER Dated: 8/9/2018 Applicant: Feldmann, John&Feldmann, John Location: 525 New Suffolk Rd, Cutchogue Work Description: SOLAR PANEL install a roof mounted electric solar panel system as applied for A FEE OF $50.001S lD TOR ' 'W T�rTiI BUILN G PERM1T. Owner: Feldmann, John&Feldmann, John Address: 525 New Suffolk Rd Cutchogue,NY 11935 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 �0+ I n 5 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. - __ _ -_ "_ _ -_ __ - -. _ •_ `,1 rn X41• •_.. _ ,. - - - - `{ --. .e r:...-__ -.-+..>n......=A:..'�,..,...�"�.-—.....:rv1wa.-�."_r,f�-.� , -1-__e__t- +::,,y••-_ i�#,t= '•��_`,'y " yc SUFFOLK-COUNTY DEPT OF LABOR, 21 , SUFF LICENSING&CONSUMER AFFAIRS MASTER = _ _ ELECTRICIANJS taus =. THOMAS BLUMENSTETTER - „ This certifie's that the beareris dUl ROOF DIAGNOSTICS SOLAR AND Y ELECTRIC OFINY LLC _ - - licensed by the ueN.Ae« o¢aww _ K - = _ County of Suffolk 01/21/2004 '- 34280WE # cow=ems I E%PoMTON11A7E 01/01/2014 P8NWOU 51461d IIY v s n NI ORUI 19K ME)84910 .. h•• ,<¢3 _ .A .o't_;...,, A Al ;A.}i ,<";:y;u*;� s 'A u' �y;�• .•{ A A. '`"fir'• .`s•^,+�' _:�..-.; ^ -.y>n" �AA a.-.�A �'e., �.'��. .ti;ti ',-ir"., _ 4y, of A "r. .%1i A �,v." 3:;i A Y.,L- ,a;i +� his: .;asi: A�§ 'o*,o-" i'r P�' F�.,, .:f �1' ;Si.:. ,;_� Gi�;,,w•_ .r�,'' Ott ':}a` 1. '� ..,�., �., ••,.§Darn. >,,z,:-�. :Lti.� _ k 1' •,"" !' '."'F:'r 7cs .,e.t.a:. fTf'j•�"J Y.s„ (.-,� rf' ®RI:.,�r'^y C•„1 ✓ "1 ® t:r j-'' •F t.t' SM' /�� �.Y� ',� ��+}� -A�II�v` .,,��`-”. >.�1✓� �� 'e�, 4f d. i'Ii, �i� ::�. s�".. ;'o... 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FOJ - C �• 'L• ONALD GEJSC/E,bC- yy pit 114RrOL eOO2 {j a•9-g ! g m I G 0?'Gb'.'Ac GROUND. ss�J�a F 1 N O Q 'AR," ARY BFOI+r;S,'-'TO L Y LOAM T u1J4A:i 5'L: O b1L 1111 ??CC -n 4 Vi =a^ per �� z + 1 I� a_�f �T v•` � i�-3 i m•_ n$ .� `I ..04RSE SAND Sw ' � t i lrP.=At•!T LA,"D C0 iCH_rGUE fl-E CTSW c7 .� O S23' 40' 3 \ 0» E 138.84' 1r1 0 v o f N ce) F N Dm lr -lAlE t`l ut ti sA=A,.. 1p E_�a 1N V I � 2 O` rNAWE1 (1. JLu V LQ -- =--_-''CA`r�-%a� =•s W£, c. _ {iCGC z. y t"J•J,�' =�'- -^: - --•'HE ERA WE ;T =fa•=,r.: u EEuF PEs — p TC Z Er c rm:� `..c<; ___ -r-:-_=tEr«•An,,-=Ear.. N 7J'2.J''Ire-t _ Ln .2 E_A VAL,?;rrt._A —740. 16' I SL4l[/Cr DESCRIBED PROPERTY SL'PVEf'ED AP,?,', S,rv-i is '7e � CUTCHOGUE� TOWN OF SOUTHOLD SUFFOLK COUNTY, N, Y. AR=t - E01 w L eSC uC�E= ra.r SURVEYED FOR JAMES F. GRA THWOHL t __~_ -• _•CL":SED_A1�D SL rl•c% I __ L- 1:��_ •J/.=i LCL. ,� _< _ £At'-5' i •AL Stn _ _ ___ =E,C>t -t ..t••,' J,S-' A =CAiC rsC/? -EJ ALL E, '_'A•.AG ca ECSC AC.•<iE"i a�ll�EFI:r tl -->-_ r ROOF DIAGNOSTICS changirig the way we buy electricity o moi ,, 17OWilbur Place Suite 100, oht;nnla NY 11716 -Pni November 19,2014 Dear Homeowner,_ Enclosed please find revised plans for a building permit application which was submitted 6/30/2014 for 525 New Suffolk Road, Cutchogue,NY 11935. If you have any questions or concerns, please do not hesitate to contact me via email (rory(@roofdiasnostics.com)or on my office/cell phone at 631-784-4434/516-974-6824. Sincerely, � _ Rory P. Eblen Permitting Specialist 6v,( ? i !` �r BLDG DEPT TOVJPJ OF soUTHOLD i 1 ROOFDIAGNOSTICS.COM o Tom Petersen Architects o Planners Mr. Michael Verity,Chief Building Inspector June 20,2014 Town of Southold Building Department 54375 Route 25,PO Box 1179 Southold,NY 11971 Re: Solar Panel Installation Feldmann Residence 525 New Suffolk Road Cutchogue,NY 11935 Dear Sirs, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load,45 psf total load Design wind load: 120 mph, 35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x6 roof rafters @ 16"o.c.,with 2x8 ridge, span=+/-8'-4") is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers of asphalt shingles. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 120 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c. maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4"long lag bolts. The total panel installation is no higher than 6"above the existing roof plane. It is a violation ofNYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05,and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! e�S® A,9 Si erely yours, ! �o 5 P11N; 0 , �yl1Yn Tom Petersen Cc: Kelcy Pegler,Roof Diagnostics A 03 o 529 O 6 Country bane o Howell,New Jersey 07731 Telephone 732-730-1763,Fax 732-730-1783 OF N Solar Installation Three Line Diagram Roof Roof Mounted PV Array—3.78kw DC Exterior Interior Enphase .■�■ru■■■■� - Utility Meter ■■■■■■■■■* �' Engauge Cable 120/240V T 1-I■■■u■■■■■ ! , Jam"i 1 Branch 240VAC 1V1 1■■■■■■■■■� 1 �■■■■■■■■■® @ Single Phase 3 Wire -- -- - Contains 4#12 AWG I ��■�� ■ -----f; __ THWN Enphase Envoy PV Monitor PSEG I on an■■ Cat 5e or EOP to home's Unions I I■■■■■■■■■� � ,� ,_ � � broadband network ; I all 119020 Existing Main !� Ci�l ■■ ____i Distribution Panel a 11mom IN I I■■■■■■■■■■ Main Lue Main Breaker momommomI Iww11w■allwtrww �� a, 1 X 20A Solar Solar kWh Meter 200 A auew■�■irR■� Breaker 1X15 L-Gate 120 PV monitor, 60A j I Enphase M215 j NEMA 3-R or 20A PV With cellular connection Disconnect LG 270w Panels Micro Inverters Junction Box Monitor to I I j monitoring portal Fused Back-Fed Breaker Soladec14 Total 14 Total Breaker 20A 2 Pole 25A --G- 13 �■�a1�■�11�Iaa�l1t - — — MENEM D■■1110■■■■ I I■■■■!■�®■ — -- II !C ■ ic -u— INI ■ "MINE o. ■w■■4■■ ------------- G i I ■C>EG■1e■■■■l_ _ , .-, 1__._ ■■■■■f■■■■ 0 1 ■■11■■■■■■■■■■■E■■■■ / � 1----------------------------j7 T Main Building Grounding Electrode LG Mono X Solar Module Specs (3)410 THHN (3)#8 THHN 14 LG LG270S 1 C-A3 2 Hot 2 I-lot Maximum Power @ STC:270W 1 Neutral 1 Neutral MPP Voltage:31.5 V (1) #6 Equip.Ground/GEC (1) 46 Equip.Ground/GEC MPP Current:8.58A In I"PVC/EMT In 1"PVC/EMT Open Circuit Voltage:38.5V Short Circuit Current:9.17A ��E® A/?,o Module Efficiency: 16.5% .� s�v Maximum System Voltage:600 V �' p�T�� Maximum Series Fuse Rating: 15A 0� kP C) Date.June 16 2014 Drawn By C Daley Revision 1 Power Tolerance:0/+3% 44 2 Rated AC operating current=(14 x 1.125)=15.75 a- ��"'; P®®F D@AGH®STJC S 306 Airport Executive Park FELDMANN RESIDENCE Rated AC operating voltage=240V y Nanuet, NY 10954 525 NEW SUFFOLK ROAD ";,r,, Phone: 845-262-1448 CUTCHOGUE NY ��y�, 03 5 2 y0� Fax: 845-262-1445 11935 cn fo 81 SHADING D _ CH 2 3 1 H 5 6 1 a 9 10 Oil 112 113 114 I t �.�• REAR ROOF 14 PANELS �EXISTING ELECTRIC PANEL • EXISTING ELECTIC METER ENPHASE MICRO REAR ROOF INVERTERS AZIMUTH: 10 PITCH:25 f .Q'tTOM PETERSEN , y ystiSEtl ARCHITECT LLC p En hese �� 6 COUNTY LANE 3'-3" HOWELL, NJ 01131 =YM M-215-60-2LL-522—IGS :' ' ', _ - * THOMAS F. PETERSEN ;� _ �.�'<"��.,»r"��a4'Y`d < 'f�,y- _} _ '�, •J529��JA NY ARCH. LIC. 035290 a F°feEY' 132.730.1163 L' '� "¢ � ',.'�a" ^`)'.,t w,t n�`,�'--,g"•'•a a TOTAL SYSTEM - Ln ROOF DIAGNOSTICS �.•�,. y^^`", .� S¢&9.9 K®DC ,;,;,rt nttJ. `:t,° ,r ,.-'-" = `"1`��'� �':�'•: _ - et H MODULES•21OW PER MODULE = SOLAR AND ELECTRIC. LLC orT1e w SITE MAP tuna LG210SIC—A3 1=ELDMANN RESIDENCE BY,FM DRAWING PANELS-210w 525 NEW SUFFOLK RAD REVISION O AIR GAP LESS THAN 0RACK MOUNT) LG Mono X Panels CUTCHOGUE, NY 11935Y••• B DATE,15 JULY 2014 DWG NO.: 3414 Enphase°16Aicroinverters Enphase@ M215 nnow, .hase The - =,.R., 4:" '=,_=r,=;;y.:u{ ,r -t=;-w; ,; improves energy harvest, increases,reliability, and dramatically simplifies design, installation, andmanagement of solar power systems. The Enphase System includes the microinverter, the Envby`°'Communications Gateway;"'and Enlighten' Enphase's monitoring and analysis software. -Maximum energy production -Quick and simple design, installation, - Resilient to dust, debris and shading and management - Performance monitoring -24/7 monitoring and analysis -System availability greater than 99.8% -Low-voltage DC - No single point of system failure - Reduced fire risk enhase�' S�° E N E R G Y C us Enphaseo M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M21 5-60-2LL-S22-NA/823-NA(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45V Peak power tracking voltage 22-36 V Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max.DC short circuit current 15 A Max.input current ---10.5A OUTPUT DATA(AC) @208 VAC ®240 VAC Rated(continuous)output power 215 W 215 W Nominal output current 1.0 A (Arms at nominal,duration) 0.9 A(Arms at nominal duration) Nominal.voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles; 1.04 Arms over 5 cycles EFFICIENCY CEO weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA " Ambient temperature range -40°C to+650C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5lcm(6.8"x 6.45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance I.iL1741/IEEE1547,FCC Part 15 Class 8 CAN/CSA-022.2 NO.0-M91,0.4-04,and 107.1-01 To learn more about Enphase Microinverter technology, nr%h se° visit : E N E R G Y ` L Cx � Life's Good � }�/ _— ^ . LGElectronics, Inc.(Korea Exchange:O6667.KS)is one of the globally leading companies and NEW technology innovator for electronics,information and communication products.The LGElectronics currently employs more than 91l)UOpeople worldwide in117companies. |nfiscal year 2Ol1. MEN 48.97billion USD ofrevenue was achieved. ONLGinone nfthe world's largest manufacturers of mobile phones,f|a+screen TVs,air conditioners, so washing machines and refrigerators.Anafuture- oriented cornpanXbCenab|osothenstnuoa ME technology consisting ufrenewable energies. bGshigh quality solar products are being NONE' manufactured inUG'sleading production facility INo inSouth Korea. AIPROVEDMODUCT INN 1�-") V �(���US =�� w°564573 mENmo, mo—fta.M.dd.� With aweight of just l�kg,LG modules are LG modules are carefully designed to benefit proven 1ndemonstrate outstanding durability `�~�' moaUersbya|kmvnoquickrndoasymstal|noons agoms| external pressure up/o54OOPv C." �� throughout the carrying,grounding,and connecting stages ofmodules, All LGmodules pass E|ourn|unxnosoencv Tbminimize losses due*omismatch,LGproduces inspection This ELinspection detects cracks and 3groups ofsolar modules which are sorted byits other imperfections unseen bythe naked eye current class.This enables MonoX'x,maximize the system's output byaround 2%based off the theoretical calculation To i ,Co usstands bvits products with the strength ofa ~l .[ LGprovides rigorous quality testing x,solar ulooa|oo,poraxonandsterl/ngwmnamypo|ic/es modules toassure customers ofthe stated power LGoffers al0year product limited warranty and a outputs ofall modules,with apositive nominal 25year limited linear output warranty tolerance starting ut0%. ihO P RT('C5 G MC-l° oCells 6 x 10 LG270S1C-A3 Cell vendor " LG Maximum power at STC(Pmpp) 270 Cell type Monocrystalllne MPP voltage(Vmpp) 315 Cell dimensions 156 x 156 mm/6 x 6 In MPP current(Impp) 858 #of busbar, 3 Open circuit voltage(Voc) 385 Dimensions(L x W x H) 1640 x 1000 x 35 mm " Short circuit current(Isc) 917 64 57 x 39 37 x 1 38 m Static snow load 5400 Pa/113 psf Module efficiency(%) 165 Static wind load 2400 Pa/50 psf Operating temperature(°C) -40-+90 Weight 16 8±0 5 kg/36.96±11 Ib Maximum system voltage(V) 1000(IEC),600(UL) - - Maximum series fuse rating(A) 15 Connector type MC4 connector IP 67 ' " ' ' Power tolerance(%) 0-+3 Junction box IP 67 with 3 bypass diodes 'STC(Standard Test Condition)Irradiance 1000 W/rr?,module temperature 25'C.AM 15 Length of cables Z x 1000 mm/2 x 39 37 In The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Glass High transmission tempered glass Frame Anodized aluminum LG270S1C-A3 Certifications IEC 61215,IEC 61730-1/-2,IEC 61701, Maximum power(Pmpp) 198 DLG-Fokus Test"Ammonia Resistance; MPP voltage(Vmpp) 290 UL 1703,ISO 9001 -. -- -- - • - MPP current(Impp) 684 11 Product warranty 10 years ,' - - •- Open circuitvoltage(Voc) 35.7 Output warranty of Pmax (measurement Tolerance t 3%) Linear warren firs Short circuit current(Isc) 739 '1)lst year 97%,2)After 2nd year 07%annual degradation,3)802%for 25 years Efficiency reduction <45% (from 1000 W/m2 to 200 W/m') -M� NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m2,ambient temperature 20'C, wind speed 1 m/s NOCT 450±2°C D/o4o lD/o 40 Pmpp -0 43%/°C Voc -0 31%/°C Isc 004%/°C 5 ,DDD/3937 26/710 22/D e7 5S11 D(%•kw) (sire of whorl aide) Lon side frame Short side frame Q 10 1000 W Dain helnl4•e 9sol— 9 9 _._�_—__—�__.___--���, Dr•In hM•a(4••) (D,afinn 6•Iwaan mounting hoka) 18ro71 U B 800 W 48/189 7 \ JuncBan b•• 6 600 w { 72-043 Gnundhg W-ff—I /=13931 4 400W iva-D3 1 h ` O 5 10 15 20 25 30 35 40 Voltage(V) g R1.5/006 5 D .i x 140 401016 120 -. :.•....:............. .. . . .. . ...................... o E o o ` a Z u Isc g = o j 100 N o 0 80 ..........-.............. ..._.... ...........~ ........... .� 944/3717 I 08/0,31 60 --•-........................._..--..-._.------------------- H 40 -------------------- ---------------------------------------- ----- --_-. d Darer z `a R p c s 35038 0 -40 -25 0 25 50 75 90 Temperature(°C) 'The distance between the center of the mounting/grounding holes '-•� Product specifications are subject to change without notice North America Solar Business Team 9190�" •' �i '� LG Electronics U 5 A Inc "LG Life's Good"s a reglstrated trademark of LG Corp J } -�) 1000 Sylvan Ave,Englewood Cliffs, All other trademarks are the property of their respective owners NJ 07632 DS-A3-60-C-US-F-EN-30527 Life's Good Contact Ig solar@lge com Copyright©2013 LG Electronics All rights reserved l wwwlgsolarusa com 05/01/2013 ets SolarMount-lTM Roof Mount Technical Datasheet, Pub 101109-ltd V1,1 November 2010 SolarMounO Module Connection Hardware Slider and Mid Clamp..... ........I...............1:... _ .......................... ............:....1 Slider•and.Erld Clamp...................:.........:........:.........:..................`...........:...:..........................2 , SolarMount-1=Series Accessory Mount....................................................................:..............2, SoMo _iarunt-I Bearrr Connection Hardware ' 1-Flange Foot.................................................................................:.......:...........................3 2-Flange Foot............... .............. .........I............ ......... ........`............. ...............3. .Beam,Splice............................. ...... . .................. ................................. ............... SolarMount-1,13eam SolarMourit-i-Beams........... .................................................................................. 5, S©IarMount'-1 EngineeringReports SolaWount-1 1.0 Beams:............... ......................... .............. ........................, .....6 SolarMount-12.5 Beams...... .... .............. ............................... ............................ .8 $gWMount=i-Moduie°Connection Hardware Sola%€i°3o st': 1:. 'cr w tict 9=� t k l'7t it,p, Slider and Mid Clamp Material:One of the following,mill finished E extruded aluminum alloys:6005-T5,61''05-T5,6061-T6 Ultimate Tensiie:'38ksi.Yield:35 ksi Slider Weight:0.026 lbs(12g),Mid.Clamp Weight:•0.050 lbs-(23g) Allowable and'design loads are valid when components are x 'with SolarMount-1 Beamsaccording to authorized assembled UNIRAC documents Sliders are compatible with SolarMount-1 Beams Assemble with one Y4-20 ASTM F593 bolt and-one%/20 ASTM F594 serrated flange nut • -y Use anti-seiie and tighten to 10 ft-lbs of torque 'Resistance factors and.safetyfactors are determined according to V: `�- .T, n:•; part 9 section 9.of the 2005 Aluminum Design Manual Applied Load, Average Allowable .Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) 1bs_(N)� TS. _ lbs(N) 0 Sliding,Xt _ '1194(5311) 490(2180) 2:44 741 (3296) 0.620 Tension,Y+ 1503(6686), ,677(3011) _ 2.22 1024(4555) 0.682 -Transverse,Z I'20B0(9252),1-915(4070) 2.27-1 1383(6152) 0.665 ►X Dimensions specified in inches unless noted ® Delivering Value through.innovation SolarNt®unt-l-Module Connection Hardwilre �rf.3<<?8'1*f°_l�3i,i»'1 ,�{{�;;�{c,'e `^;'�3�i {::�i•?a :,��e;lii,�=H c=.. 02U01a�ifcri;u,l 6'20,0S'Cf-;o2o.i{1,u �, • Slider and End-Clamp Material:One of the fallowing mill finished Wc\f `-r-, •• extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yield:35-ksi • Slider Weight:0.026 lbs(12g),end clamp weight varies based on height:-0.05B lbs(26g) Allowable and design loads are valid when components are End " • ;=$"'=`_'.. assembled with SolarMount 1 1:0 or 2.5 Beams according to Clamp authorized UNIRAC documents` T Sliders are compatible-with SolarMount-1 Beams Assemble with one 1/-20 AS_TM F593 bolt and one-%-20 ASTM F594 serrated flange nut - `` - Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined,according to Slider ' '':' part 1 section 9 of the"2005 Aluminum Design Manual Modules must be installed at least 1.5"from-either end of a beam ►so-' -� Applied Load Average Allowable Safety Design _ Resistance Direction Ultimate Load Factor, Loads ,Factor, Abs(N) ibs(N) FS lbs(N) 0 Y Sliding,X°± 283(12.59) 104(463) 2.72 -157(698) 0.655 J Tension,Y+ 332(1477) 88(391) 3.77 . 133(592) 0001 rX Transverse,z± 1367(6081) 533(2371) 2.56 1 806(3585)1 0.590- - Dimensions specified in inches unless noted %}!sl: fi%a'.tiC�i` �'� 1F=s�-��_^.':i�_i„-k5_p'.�:�i4':1'1,1��� - • -_' Slider Material: One of the following mill finished extruded aluminum alloys:6005=75,6105-T5,6061-T6 Bolt. Ultimate Tensile:38 ksi,Yield:-35 ksi Accessory Slider Weight: 0.026 lbs(12g) Allowable and design loads are valid when-components are assembled with SolarMount-I 1.0�or 2.5 Beams according to - �•4 =° •-'` " authorized UNIRAC documents SolarMount-1�eriesAccessory Mounts are compatible with SolarMount-I Beams Use two Accessory Mounts per accessory Assemble each pair of clamps with the following stainless steel Beale hardware:two X-20 set screws,two 9-20 heavy hex jam nuts,and two X-20 F594 serrated flange nuts • Use anti-seize and tighten to 5-10 ft-lbs of torque Resistance factors and safety factors aye determined according ------- calculations.and UNIRAC testing ' Maximum distance of Maximum weight of - ! Y accessory center of gravity accessory A from beam center lbs(kg) 10�X in(mm), 7(178) 32(14.5) , Dimensions specified-in inches unless noted r . .+ w t�{ t Solar#Mount-I"Beam Connection Hardware 1-Flange Foot Material:One of the_following mill-fin ished extruded ' aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yield:35 ksi • 1-Flange Foot Weight:0.101 lbs(46 g) _ =-= Allowable and design loads are valid when components are assembled with SolarMount-1-1.0 or 2.5 Beams according-to authorized UNIRAC documents r 1-flange feet are compatible with SolarMount-1 Beams ` Resistance factors and safety factbrs are determined according to part 1 section 9 of the 2005 Aluminum Design Manual I-Flange Foot Design and allowable loads are for the beam to foot connection Y Be sure to check load limits for roof attachments and standoffs a,X Average Allowable Safety Design Load Resistance Applied Load Ultimate Load Factor,, lbs(N) Factor, z Direction lbs(N) Ills(N) FS I io F vGiu�orsoao: # Tenslon,Y+ , , 1- SolarMount-I 1-0 Beam 1388(5952) 591(2629) 2.26 894(3977), 0.668 i wr SolarMount-I 2.5 Beam 1514(6735) 648(2$82) 2.34 930(4359) 0.647 :.Gu-----= Compression,Y- SolarMount-I 1.0 Beam 2931_(1303$) 1288(5729) 2.28 1948(8665) 0.664 Dimensions specified in inches unless noted SolarMount-I 2.5-Beam 2750(12233) 1223(5440) 2.25 1849(8225) 0.$72 Transverse,X=;downhill 635(2825) 313(1392) 2.03 473(2 104j 0.745 Transverse,X+,uphill 42(187), 20(89) 2.15 301133y, 0.705 Sliding,Zt (see Beam Splice) i?�it`I���;�r•`.�Ll+,r2i1i;SJ+.-c+3,sft( • 2-Flange Foot Material:One of the following mill,finished extruded .., aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yteld:35 ksi 2-Flange Foot Weight:0.1031bs(47 g) Allowable-and design loads are valid when components are assembled- °" with SolarMount-i 1.0 or'2.5 Beams according to authorized UNIRAC documents 2-Flange Feet are compatible with SolarMount-I Beams 2-Flange Resistance factors and safety factors are determined according to part 1 Foot section 9 of the 2005 Aluminum Design Manual Design and allowable loads are for the beam to foot connection Be sure to check load limits for.roof attachments and standoffs Y Average Allowable Safety Design Load Resistance Applied Load Ultimate Load Factor, lbs(N) Factor,,, e Direction lbs(N) lbs(N) FS m s•X Tension,Y+ - j. 5olarMount-I 1.0 Beam 1931.(8950) 864 (3843) 2.23 367(5814) 0.667 - SolarMount-I 2.5 Beam 1 2478-(11023)1 1111(4942) 2.23 1681(7477) 0.678 Compression.Y- vz 2�9SolarMount-I 1.0 Beam 3788(16850) 1706(7589) 2.22 2581_(11481). 0.681 SolarMount-I 2.5 Beam 3694-(16432) 1562(6948) 2.36 2363-(10511) 0,640 Dimensions specified in inches unless Holed Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse,X+,uphill 42(187), 20(89), 2.15 30(133)' 0.705 Sliding,Zi- (see Beam Splice) M s Value through ♦ s WU�i A 14 SolarMountri--Beam Connection Hardware- Sol 8640U,ft-NI-IRaP117- - _ _ ' Beam Spflce Material:Aluminum 5052-H32 ylea mf y Ultimate,Tensile:31 ksi,Yield:23 ksi Beam Splice Weight:U.053 lbs(24 g). Allowable and design toads are valid when components-are Bolt. = • assembled according to authorized UNIRAG documents _y Beam Splices are compatible-with SolarMount-I Beams when used with 1-Flange or 2-Fl6nge feet Resistance factors and safety factors are determined according to Splice part 1 section 9 of-the 2005 Aluminum Design Manual 4 - Applied Load Aye-rage, Allowable Safety Design( Resistance Direction Ultimate __ Load Factor, -'Load Factor, Nut 1-Flange or -lbs(N) 'Ibs(N) FS lbs(N) � 2-Flange Foot Sliding,± 1428(6352) 620(2758) 2.30 933(4172) 0.657 Y Dimensions specified in Inches unless noted Delivedng Value through • • Q .• • . . s . Solaris pui6t0eaiva MATERIAL:One of the following extruded aluminum alloys:6005-T5,6105.55,or 6061-T6,MillFinish Beam Height(in) -properties - Units' 1.094 2.600 Approximate Weight(per linear ft) Of 0.356 0.548 Total Gross Sectional Area int 0.3037 0A665 Section Modulus{X-A)ds) in3' 0.1101. 0.3687, Section Modulus(Y-Axis) in31- 0.0390 0.0422 ',Moment of Inertia(X Axis)- in4'� 0.0602 OA609. . Moment of inertia-(Y-Axis) in 0.0196 0.0211- R2 dius of Gyration_(X-Axis) in, OA453 0.9940 Radius of Gyration(Y:Axis) in 0.2536 , 01127 i 4.405 2.50D, - 1.094 0.547 0.547 SolarMount 1'1.0 Beam Height 1.094" SolarMount-I 2.5.Beam Height=2.500" Part.No.10144M Y Part No.11192M Y One 80:281 hole is 1.188" r Two,=.281 holes are 1,188" ' _ ,' -froom"each end of the beam }X from each end of the beam X Dimensions specified•in inches unless ncted -. .® ng Value through • ton fes' ical ,Soja ob. 17&Qhn hee. UNIRAC Solari ount-11.0 Englneereng Report, Page 1 of 2 9U rvtah Wind Chart = Max Span(inches) uplift Ground-Snow Point Loads(pounds):U01 Downl Side �- modulo Module,Size ' 62"x 35;, - 56 52 48 44 229/262J 54 - 211I3051,96 -19713271123 1771364114020 B"a 4 V 49 44 41- - 37 250/285158 22213211-101 20713451129 1861,3841148 %• 517 40 35 33 30 Doone 238/273156 2121307196 198/329/123 17813661141 �- module Side 11 module 110 mph Wind'Cilart Ground Sriow Know..your llhni4sl ,. Module Size ' ;0 �0 40' 'Check attachment s 3'' 49 48 45 42 load limits. 305/323147 2951334/88 , 27,713561113 26`11377/136 -- a5"x-A-t);: 41 40 38 36 321/340/49 3111352/92 2921375/119 275/3971143 77" 33 32 30' 29 3061325147- 297/336/88 1 27813581113 1 26313791136 120 mdh Wind'Chart Ground Snow Module Size 0.` 4-. 36 40,, ,5�". •4 5°' 45 45 42 4tf 337/350143 334/353183 3151374/107 2991394/130 ' 4(i" - 38 38 36 34, 3551369145 352/372/87 33213941113 315/.4 i 51137 i",c"Y•'`" .31- 30- , 29 27 339135214 3 336/355183 31713761108 -301/3061130 150 mph Wind Chart Ground Snow Module Size 0 20 ~s 0 _z' - ,.5" 37 37 37 35 432/427/35 4321427168 4321432193- 4151449/114 31 -31 31 30 4551450/37 4551450171 4551455/98 43814731120 77111'n 1 25 - 25 25 24 434/429135 1 434/429/68 434434/93 -418/4521114 , Installation of products related to this engineering report is subject to the requirements below: •Flush roof installations,only;modules must be a 10'from roofsurface •The building has either a fiat roof,a gable roof s 45,or a hip roof s 27' •The roof has a minimum slope•of 12' •Installation must have at least 4 modules grouped together(minimum 50 ft) •Surrounding ground area must not slope more then 10 degrees •Location must fall into Wind Exposure Category B or C •Building height must be less theri or equal to 30 feet •For roof mrids 2 and 3 use 112 Max Span Max cantilovcr=113 Max Span •Ground snow loads are adjusted for roof slope and temperature based on ASCE 7-05 •Long edge of module must be perpendicular to the beam •The Installer muni comply with the responsibilities and instructions described in the install manual •The installer must-con6rm'that the method of attachment(components and hardware)and structure can handle the given point loads •in regions with ground snow loads less than 20 psf but not-zero,the roof angle in degrees must be greater than the horizontal distance from gave-to ridge 150 System dead load,including modules and mounting hardware,must be between 2 and 3,5 psf. •Importance tactors are equal to 1:0 in all cases: •Unbalanced and drift snow loads have not been considered. , •Installations must`be in seismic slie class A,B,C,or D •Spectral response-acceleration,5s,is<_1.5(and 5 0.35 if snow loads are 30 pso.- a , To knic • agagi rt„w..'L,.".Sil.E4y^,ria UNIRAC SolarMount-81.0 Engineering-Report; Page 2 of 2 Engitieerirog llaria'bles Description Variable Value Units Building Height h 30 ft Roof'Pitch 0-45 degrees Wind Exposure Category C Importance Factor 3 1 Effective Wind Area 50+ ft2 Topographic Factor Kzt 1 Roof Zone 1 (use 112 span for zones 2-a6d 3)- Desi n-Wind Loads- Basic Wind Speed(mph) 90 110 -120 150 Max Design Wind'Load,Pnet; Uplift(psf) -19.2 -28.7 -34.2 -53.3 Max Design Wind toad,-Peet;Downforce(psf) 17.5 26.0 31.1 48.4 Dead,Snow,and Earthquake Loads Dead toad;min/max -213.5 psf Earthquake Load 2.$ Psf Ground Snow Load,Pg,,(pounds/ft2) fl 20 -30, -40 Max Sloped roof snow load(psf) CO 20.0 25.2 33.6 - Max Distance between splices(inches,feet) -653,54 336,28 245,20 193,16 Distributed Loads-for 66"x-40"module,pounds/inch stiialler modules -20%,larger modules+18%) Ground Snow Load(psf) Wind Load(mph) 0 20 30 40 90 4.06 4.06 4.06 4.06 Uptift,-J-to module Uplift 4.65 5.87 6.75 8.37 Downforce,i to module J_ module 0.95 1.84- 2.53 3.22 Side,!1 module 110 621 6.21 6.21 6,21 Uplift,=to module 6.67 7.02 7.98• $.94 Downforce, to module 0.95 1.84 2.53 3.22 side,fJ module 120 7.44 7.44 7.44 7.44 Upirft,l to module 7.71 7.88 8.83 9.79 Downforce,/to module Dowce, 'f Side 4.95 1.84 2.53 3.22 Side,JJ module -I modu9e /I module 150 11.77 11.77 11.77 11.77 Uplift,1to module 11.63 11.63 11.77 12.73 Downforce,-! to module perpendicular/norrral 0.95 1.84 2.53 3.22 side,l/module 11 .parallel- Por installations that do not-comply with the limitations on page 1,refer to www.unirad.com for an engineering design'guide to manually calculate loads or contact your distributer. The design Is based on and in compliance with the following codeststandards: 1. 2D03 International Building Code, by International Code Council , Inc.,2003, 2. 2006-International Building Code, by International Code Council ,Inc.,2006. 3. 'Aluminum Design Manual:Specifications and Guidelines for Aluminum Structures,by The Aluminum Association,'Washington, D.C.,2005. 4. ,2007 California Building Code(CBC), based on the 2006 International Building Code-, by Interriational Code Council, Inc„2006: so a UNIRAC SolarMount=12.5 Englneering'Report;Page 1 of 2 -90 nigh Wind Chart Max Span(inches) Uplift -Ground Snow -Point Loads(pounds):Up/,Down/Side 1 module Module Size 20 W 4-01 76 67 57 51 310/355173 27113921123 23113851144 2M4231163 6y,„K 4_~,°' 63 56 , 51 45-, i 19/365/7,5 28414101129 25914301161 2291473118E `TI 7�" z i"' 5o 44 41 37 CDvmfoice =° 300/344/70 267/3661121 24914141155 22414611177 •i module Side 11 module 190 mph Wind Chart - Ground Snow Know your 11mitsl Module Sizer w5 s Check attachment 64. 62, 57 51 load limits. 399/423161 3861437/115 35414551144 314/452/,163 53 51 48 45 d10/434163 3971 d49/118 37214791152 351/5051 18.2 42 41 38 36 386/409/59 373/422/111 3501450/143 33114771172 120 mph Wind Chart Ground Snow Module Size .t, 0 2," '"`° 59 59- 55 51 4421458/56 4371463008 41314901140 376/4951163- '" r 4U'- -49 48 46 43 454/-470158 44914'751111 42415031144 40315301174 7 39 38 36 34 '427/443155 423/447/105 399/474/136 37914991164 150 mph Wind Chart Ground Snow Module Size 20 48 48 48 46 566/559146 5661,559/89' 565/666/122 644/5861149 40 40 39 38 581/574/47 5811574/91 58115811125 , 559/604t 153 31 31' 31 30 547/540144 547/540/86 54715471118 52615691.144. Installation of products related to this engineering report is subject to the requirements below: •Flush roof installations only;modules must be<10"from roof surface •The building has either a flat roof,a gable root's 45',or a hip roof.5 27' •The roof has a minimum slope of 1,2° •ldstallation must have at least 4 modules grouped together(minimum 50 it) •Surrounding ground area must not slope more then 10 degrees •Location must fail Intol.Vind Exposure Category 6 or'C •Building height must be less than or equal to 30 feet- For eet_For roof zones 2 and 3 use 112 Max Span •MaK cantilever=113 Max Span Ground snow loads are adjusted for roof slope and temperature based on ASCE 7-05 •Long edge of module must be perpendicular to the beam •The installer must comply with the responsibilities and instructions described in the install manual •The installer must confirm that the method of attachment(components and hardware)and structure can handle the given point loads •in regions with ground snow loads less than 20 Osf but not zero,the roof angle in degrees must be greater than the horizontal distance from eave to ridge 150 •System dead load,including modules and mounting hardware,must be between 2 and 3.5 psf, •Importance factors are equal to 1.0 in all cases. •Unbalanced and drift snow loads have not been considered, •Installations must:be in seismic site class A,S.C.or D •Spectral response accale ration,S5,is s 1,5(and s 0.35 if snow loads are 2 30 psi). - - - i ® e - as w s i �K,,tA - --------------- NIMC SolarMoun#-6-2.5 Engineering Report; Page 2 of 2 Engineering Variables Description ' Variable -Value Units Building Height h, 30 ft Roof Pitch 0-45 degrees Wind-Exposure Category C Importance Factor I 1 Effective Wind Area 50+ ft2 Topographic Factor-- Kzt 1 Roofi Zone 1 (use 112 span for zones 2 and 3) Desi n Wind Loads. Basic Wind Speed (mph) 90 110 120 150 Max Design Wind Load, Pnet; Uplift(psi) -19.2 -28.7 -34.2 -53.3 Max Design-Wind Load, Pnet;Downforce(psf) 17.5 26.0 31.1 48.4 Dead,-Snow,and Earthquake Loads Dead Load;min/max 213.5 psf Earthquake Load-, 2.8 psf Ground_Snow Load, Pg, (pounds/ft2) 0 20 30 40 Max Sloped roof snow load(psf) 0:0 20.0 25.2 33.6 MaxDistancebetween splices(inches;feet) 653,54 336,28 245,20 193, 16 Distrlbuted Loads for 65"-x 40"module,pounds/inch {smaller modules-26%,larger modules+18%) Ground-Snow-Load(psf) Wind Load(mph) 0 20 30 40 90 4.06 4.06 4.06 4.06 Uplift,-L to module Uplift 4.65 5.87 6.76 8.37 Downforce,I to module 1 module 0.95 1.84 2.53 3.22 side,/I module 110 6.21 6.21 6.21 6.21 uplift,I to module 6.57 7.02 7,98 8.94 Downforce,-Ltomodule '-" 0.95 1.84 2.53 3.22 side./I module 120 7.44 7:44 7.44 - 7.44 Uplift;-l-to module Downforce ;''f, 7.71 7.88 8.83 9.79 Downforce,/-to module Side 0.95 1.84 2.53 3.22 - Side,ll module -1-module module 150 11.77- 11.77 11.77 11:77 Uplift,I to module 11.63 11.63 11.77 12.73 Downforce,/to module 1 :perpendicular/normal 0.95 1.84 2.53 1 3.22 1 side,/I module /I :parallel For installations that do,not•comply-with the limitations on page 1,refer,to-Wr Vw.unirac.com' for an engineering design guide to manually calculate loads or contact your distributer. The design is based on and in compliance with the following codes/standards: t 2063 International Building Code, by International Code Council,inc.,2003. 2. ,2006 International Building Code, by International-Code Council,Inc.,2006, 3. Aluminum Design-Man_ual:-Specifications and Guidelines for Aluminum Structures,by The Aluminum Association,Washington, D.C.,2005. 4. 2007 Califomia-Building Code(CBC),based on the 2006 International Building Code, by International Code Council, Inc.,2006. 00plivering Value thit. . Innoygign of ,{�4';;n'�� - •'i�� `ij`^.�"vt�w+�,��ay � • GREENFASTEW,PRODUCE'_GUIDF 'Gr--1 , GFI-L • r-* pHs'- �"°^x`°�,�',�°'» "! t �•�YiC w6"r'��4 '��'~:"'�"khY,y L......,,._ _ �— ., _ _J(.�{�. r w.+...,_. r� 2 ....� ` ,n„ :V`f� ol 5EC*1QN A A Lj '— ��,�`�4�3.,`,r''•'{_.6FcaF'arN.nSsfarC� ca,tmep;�eec{edu�drr'ngprj,�irt,Nj,t�rcs7ved.031d/,11. - "'ter � � -5eC,41 ' :�• •.qty;. A➢���� �;r`lE�;��y�.�.� _ .__ _._ _ �..��.____.__ „_......_._,_._.._...,�w__� _ v.�,.�_..�M._..,.._._._,..�_ . __�N.,,��,__-.,. ,..AGREENFASTEW PR4C3PJC'i" GuiDt: Gfi-t 'GFf-L 812 41 r . =:-, . =F ' > �T .; ��°�•,.�.�,r t, =,�.�;AYE , a9 p< 40" t9 A Finish Options «• .;nl.± ,r Y N� BCK=Matte Bla&, BRZ=Medium Bronze MLL=Milt Finish •,Tt,KKp,�rs;+�.,�';TVwwbr,�ys�11;,, GREEUFASTEN'"'PR®DUCT GUIDE CF-1 x «; Pi1?7d-,e_L C?)ilt_n:-,- {;f and ,a .371".006 TF+RU ALL �1 -.002 w_ f� v p�{ .87S±.O10 X$LO_...._._; ! Ln w'f�ry4 .•'2. �h•C','0, Z}� ., Y i� .� �� ,r• `Art i}.rY<-.�'.^'('- G ``� v u AA �I'�"V1nr,. `''+;+, `"�,t,o� �'.EtdfoSltrfSrl�JAOaoe�±flmsaK,du»dscs�i�,l.P]n�lsrrcruetCO3f611t. r•.•.._�"„�,._...._ -_.,.__�_,,..._................_,._..,_.�_....r__...�.__.__._,.,�___M <_._,_. _.�,_ __.,._,._„_,r ..-..,._...�_..__.... �p GREENFASTEN'" PRODUCT GuibE GF-t ;fh PTCker-op *ns- cP--SQ i7, AM T C�':�' y.v ' 7. ,.hCXz..:a •.r} .< 2-000- -25 31 -IN lo PSyva^'r 'tc_ '.'?ryr:Ml ;'t,i•.,5."Ypr' ` ell L.LM .Ltlti y^ .w`711 Compression Plate 2"X V Mill Aluminum t~' � `NOPaced-du Fqf� a o�rarrr ,ter-ss�� ,� - .._.. _... ...._,-.,_.�..�...._... ..�,._w..�,..o..__.,.F,_.�. _,_.�., GREE 77* STEN�PRODUCT GUIDE , GF-1 ..qw 2.25- 2,04 ,- 2X .25 2.'Od - �! 1 -�::��°•>>.c`�.ri<1�; � - 1.00 Qg- _� .38 `-.-_--..Unless Otherwise Noleed-all R .02 .25006 '/' .377}A02 rf�?t; ALL wt,r 4 r ILI mt ?.00 I .875'-.010 X 82",NEAR SIDE OM in 0 gyp+ e� n tID °' w In '� u tl m wt w erI HHtt �'•r�+" OF �tA .Q , -.PA, r4FcmnxKpof cdter;erc&prf ht/lir s md FASTEN GREEi�l ' PRODUCT C GUIDE-- GF- �ffi�.r��+'""4".�+5,3:+:lq;SZ?,!"e^i�a,yti •�.....,....._......._............._..�. ,-.-.-.-.,, .,..3 ..,..�._...,_-.,-......,.�.—..........-_.�__. ....... I - ;, Brr,&,et OpVans.1401 3" 41 R.06 .25 3.00 wT" rtip w 2125 R,13 L ?'Axl'''-����,'�y�'•"' ',�'c 'ro _ , 'f R.19 =� <' 0377"006 THRU ALL �.�.,. i 6'ta%"^'�i'=.?y"..t Y4:.•a_el. � �' f'� ^0 V G 0 ;875 ;010', Y,82°,NEAR SIDE .75 zz-}�&dw.ak�.a,§k���^4t�Y�4j��,�.�e�f� �YeV � �lY9 i .eail/N.Li�N�� _—,•....,:...fr_...,...`.� ,._.........,_,..-_.�_......,..� _..�..—....._�.w._._—+..--...�._.-..�....r-.._,.i.._......w.m..w...,.,n-r.,..w.:-....ro...t..a..�i++-,�M*r,u,+.._.. ; x f;' QREENFWEN`' PRODUCT,GUIDE - 'GF' l 41, • #, _ �3rar,e�:"Options`�-�-'�t�2�3"' r CN •.:a� ��fir•' - ��kx-�`` , `.'1�.�"�;,,r` - -� - X',38-`-a�'� wa--• w- 13 R � IFF 17 s r g 0.3$THRU NEARSIDE Ul y��ka��•"mu�.�%�7;�"N.,��%',�"sr.' �F.ro�sbe�Sai�r9JldchrteraplMMedn�w'emfgr�hCd4i�.�meeVei1.;07f8ff1+. � �...��__._._....;r.r.....,,..,...�,._.__�...:._...._...._�,.,.a,..�......_......,....,-....;,,.,.:...v..................SOW . GREENFASTEN'"'PRODUCT GLIJI; E GF-J Pf41C;C£� Options -L-^i 02.f6� .41 .. ^'('7-'A♦'. i-0.—1^nri�� 6.00 + --- 1 5..25 i��,r,�o•3..pp s>+ 111 L n . 9y f 1.4 A 'r—2.00 0 .377 ,�02 THRU ALI. 0,-875*-010)X32*,14E-,R SIDE �;'+v����`3"µ,i'7 r4�'� -.,?`• M . Ln .,9�^'a �y .4�' 4 ..�__ -+�--.....r._J�•---. .n..a........_...._...,�.,_�.n—_.v._.��r .... .._._._.._'_.... a_, c�__n._...—.....aa_r_..+,m..._..... .m•..�....-.a_...e� r....,,.o-„—,.. - r—r i..n �Y �..nom.-.�.w.....�-.•,e..ra._ ,�a;"h?;�,,.o �CCsUe'i�t'.Fn$0�14FJ Jy4{aMYtp ty�lYtC�U/u)�t �rt�17:f►[SCftrL'3{,��� ' ;`,fir,*_:��•��'�•f>�,_���-, - GREENFASTEN"" PRODUCT GUIDE GF-i �t 9 1 1 4.2 't, ``tial 1.25—•--� k"Y"'4TH x : .19 19 -4x x.10 2.75 ?; xV,.. 'f 3'. '=M•�* In .31 1.50- .377 {}06 THRU ALL Cv .375±.Ol0, X 82",,NEAR Sire Ln .75 W .75 -c'" ;a< ^,::�;. oEcerxtrnSoMrP,rSdetartcrcprot adtwomaw* mrglt:mmr &o3raii ow �A3 9— VNI q u, 4i MM;-- -WS m NO nv A-3 M14 "ARMi g q4 5P-�,RIN-r -d- •,w•:°». — ��Zl all `&rd,`Phc) Odt-,�',Ja • pi ee "IMR KIM, ,4 V� j 21; -'l W �OSIW - !1, i i - flh -9,0 §,.' 7�4� 1❑31 e,6�j S XT IRR 1� 77 r4a 'Sped 1c -1�1,A,-0 -VOU 1; 8-L h pu I I crutv -6� -�,N 6:-, 5411;�-I V�li M tW.V 4k -Sl -L 06 P1, •sf ' "OK 4�1 J OIL 4�j Ike•, J P��, 9.•� rr`ro��**ff1� p�i. ;'d''{p9 i� � :rT� w:r,;' ;et r::-�` _-'+�-,' .2:.,;fs-' 1��4. _ _ ':1�,. t,��,� - t;.,`W r, dg in•t uq.i�l a 1 14 Qj 'a- RJ z 2-4 Lr hr kqe .SffMt 'ZI .1, wp�jrlj ti -a -RT%fVRkl mmy T ..... P EM A4 Z.�i'.Z r'.R; iO' I U 1AM 1�111 Nit a AO Sits 1 :.� - i A1• t � i 3 1 ` In � M A rt 1 It�u F}i`ri t Y@ I's,_a,t��ssu� • •' • l• t i r ' cy GREENFAA5TtN- PRODUCT GUIDE -- GF-I Installation Instructions, �,'^„�";'-- :.. -r=�"tet,'''^k• "'w �a�'.� -�" t" ;`:,�..�,.'?_::. a �d Y .,a "+y� k .V; `jS`.,- '.4 � ��Y pli�`n`�iw�r�;;'•'.a�'Y.7✓'� _ �m .�. ,•�� ..,,cam*"`+^ a,_-L - -- .�^' �,�,,ew,:,':+di-:d.` �'-zu�='f.:�°nt� n.-v" .� s .,..c,," '�a.. .,, K. "'''rom4'• +: '*.t" ',r x*.sE:"«-a.'"�"nt�rr"ti �,,r•'>»"^ .�.Y+ ,ro`y � .y$` Kt'•�.'"' ��Ta_.,�"„ '"'�`".'�' z*rc ,g,.}c �v /�'+•'�;':,°kv9:�€.y"�`,'�"p«..5%'•�,�-r'#.��:. kms.. .,ms,µ-`+,s„' .�.,� „'��?�. - �J �µ r �:•-.^...a.r;� ♦ fit;.�..�,�e=i.^e e, ""t,:..'`�°.."'° ""2:~"l�,''w'` sem.�a.:•� "' <, rtx�a -„F��y,.r�<;���`-"�`��`4,�cs,.�y�`.`,,. .�o. � w'^.rs, as�" �`'`' `-.''°�,'�., -- ' _:' v. _ _ 6 ji r ..t.+. y ss •`- }. "`�.°�*"',�" "+,,, "�.`'',' .� ?µ^�°:, `"""��"�Y '`�'d'.:;n arra`[ "''"�_'+ •,'�'�"�?f`'�r�r^' 7 "'4'. h�"xa utc.� - � 3j.kG . .ttu=• ,.rt,r✓iM' j.:l+ 2 3 4 a � 3 Instructions 9 Fordetailed product 111ustm6on see previous page,for required tools see nerd page. ' Q I, locate the rafters and'snap horizontal and vertical Lines to mark the installation position for each GreenFasten'Flashing. 2 Drill a pilot hole(I W diameter)forthe lag bolt Backfill with seala-d.11' Y; 0 3. Insert the-flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration , through vertical joint in shingles. +r •, -',3 4. line up pilot hole with GreenFasten hole. S, Insert-the lag bolt through the EPDM washerthe top compression m °r component(L-Bracket pictured)and the gasketed hole in the flashing and into the rafter. Q G Torque to 140 inch-pounds 5 6 Consult an enoneu or,go to www.Bcofa9l: molarcom for englncering dirt& 9 *EcoFasten recommends Geocel 2300 r' ,' 6Ean;a=Soka'tDA1aatw waedu)&rgpyrtkMr&=s►ed,OV1 1 Seca_I PRODUCT r S' Bill ofm6terols R1 i. Materidis,Need.edforAss�mbly,,(see figure',I;Ser-14) `R�quiredkpls �. # � EPDM-Bonded Base Cxmponents,Needed, 02,Y �} p L � r�tY""�+x�J• J - _'S.�' �+ �,r'JV.�"�u�sy,"v-'w�R^a?=nT ^L'„rlabu>_ t� r•Z".w<n'$` 'SG?C^"_ `A.-e""=.'Ym}"w'3�ktZ: l+'3':�"'�z.,�...�t.+4,yS•j�trr.�f"d'i'Yr�JY.."`ea^Y+"+T`EsT'?Mi9'S;' rB Smart chi, C�o i'�S�S:�i,,����f;���ffi4�C`_�4ai.ni:r�4'• +�.+.y1,�;. fie. a - r• .nns.v �"!} Sa..�r rx�%r�i rr._rEJ^t:i•'r^a _ <S' ...i "� L.£ori tyr•r•i l'r�'�.4�^r'- (s � :.J"..evY.*-- _�ai..`.`�......�:..�-Nit' _ _ ��P __ k-a-.-�;a-w�-:.�..4u.ti.�i�.�.Y,...w;:..,�,.�.--.�-� __ _ _-- �_ _W_.-a.e`+'=s.'�'—„'?T•:�"^ar`�;a-.'u�i�L'� ;f SmadSynch's AMllnleNgence7m metering solution features a communications module that is integrated into the!tion CI1dTRON electricity meter.The CENTROtd-SmarfMeter corrsmunicates with a server running SmartSynch's Transaction Management SystemVA)TMS)and complies with ANSI 012:19 protocols,for data storage and#ransmission.loll 6 ; This solution delivers actionable intelligence(critical usage and rate data)over secure public wireless networks{such as AT&T and Rogers Wifeless)and the Internet—In 116u of cumbersome ' and expensive private networks.This makes moss deployments quicker,easi°r,and more .a scalable,providing a significantly greater Return on Resources(Rok)forulfiiftes. z Unlike proprietary,closed-architecture solutions,-the CEMRON SmorlMeter is essentially a `# future-proof investment in lechnotogy.Its standards-based IR connectivity makes It adaptable +. and field-upgradabre to support today's sensoring and communications needs,as well as tomorrow's opportunities,better than any alternative. t'zirctess tit:�rcrks ltard�rare,Corrpefn-ants •GPRS •Radio Contig!Module board(Rcr.4j "q Capacitor Siorage,Bank(CSB) ( Adyoncec!ft ;i:rnq Frt:�ct)onatuy` •GSM/GPRS Modem `/y' .� Fle)dble Two-Way Data Relnevol` •internal Antenna `�'' °4 E •Scheduled and On-Demand Reads •Tilt Deiector ,- •Interval Reads(5, 15,-30,60 minutes) •Temperature Sensor •Rea!-Time intervol Reads. -Automated Register,Sett Read&TOU.Retrievai OpetalfngRanges r • Demafid Resets Temperature •Real-rime Meter Event acid Alarm Retrieval e o Operating -40 C.+S5,Cj .�. a Real-Time Power Outage and Power Restorotion ;,_:` • transmission(GPRS):1-4011C,+854 : -�;y�fi "-z•-r'a'A-'^".y...;r.,wc�.�*.n+o,.-,,-_.,��-,-•a..,.-•,+c-"-ros-,.._tr`-..,-.,�._.••.-.-.w,..-.,,.<�•,..-...�..--...-r.-..,-,^sro;;--rn„•ttw�..p ,n,>, Tel, Smart n r �.'-���:A s ,�Mn:� `r• - s � . ._ - -s- - �...o-._.,,..�•�• c.-i -,;. -”. .,�- _� . _ . . a r.... ,,:yr.r- a Radio Control Module Board(RCM) 32-bit ARM processor,256K RAK 512K flash =,sa Capacitor Storage Sank(CSS) Supplies peak power-for data transmissions and all functions during :1 power outages-no batteries required ' GSM/GPRS Modem GSM modem communicates 4h head end using GPRS and SMS"ssnrites infemat Antenna Fleylble dual frequency GSM antenna for the modem Tilt Deiectosr Detects unauthorlsed movement or removal of the device Temperature Sensor Monitors al temperatures to ensure correct radlo operation ' 1 „r�_raivra ar7gt3s Suppn-il::d Ale ter Formis ;a _{ Operating:(-40°C,+85°C] Class 20:3S.4S f'- o Class 100:iS Transmission twlreress}:(-40°c,+8g c( Class 200:2S,12S,25S Nvniidfy Rr-ngE -Class 320:2S t, 01511.to 95%nw.-condensing n c�[rlaiory;trick+sirt�C eri�frcattvr+s FCC Part IS Class fi r A,-c cy ANSI C37.40.1-1989:SurgeWthstand CapabTdy(SWC) Meets ANSI 12.20 for accuracy class 0.5% ANSI C12.20(Class 0.51-1948 t; PTCRB Certified Measurement Canada Certif?ed .y x =t Network CarderCertiried irl,C>Ut/QUiilQjt Sf+fin+at Cr 411Cr(r.ICr3 berinritOr}/Va1UE5 `a :g - zt Module Pot%ser input Voltage 120 VAC 1 Meter Serial_Interface 3.3V i TTI.compofible asynchronovs -4 f t l �• iniagrailon Y The SmartN,eier module is a fully integrated,under-the-cover option inside the CEidTRON meter.The CENTP,ON G?RS y SmadMeter isshipped as one complete unit,ready for field deployment. - emersion ar.�:;Carnfacrt�t�:iJi�/€nfa;nrcr;ian �' CENTRON Meter Hardware: Supported meter forrns,classes,and types,equipped with battery CEhtiRONMeter Firmware: TB6 Smadt,Aodula: CENTP.ON GPRS SmartMeter Module 4' SmoriSynch ThiS: Version 7,20 or higher Abryrt'i Sm wi 5'irrlch:Hao quatterW in Judson,Ines.,SmartSynch has been developing successfui5mart Ged rnteltgence solutions for 16--ututy andustry since M.The company's clean-tech innovations in the tvo-way de%ery of real-time energy usage data oveipubb;%Veetess nehvoiks(AT&T.Rogers,-ic.),in lieu of privole network buDd-outs,-have to dote s6mptirred5madMeter depto}inerts'a 163 major 14srih Amer'r_an uiir.fes,while enobrog green-energy inftfatives and derivenng s;gniricanity,higher Reiur,^s on Resources. Unite propfsatcry,ciosc-d-orctrYecturesolutions,SmcdSvnch'sSmortMslersrepesent future-A;oolinvestments in technotogy.The { r - slondords-t-c:sd IP connecliv;y enobled'n every Smartt ieter deployed makes ahem adopioble and remotely upgradoble to supped today's sent artd corrbnwn colians needs,as well es icr narow's opportunities,belief than any ollEtriotive. r�p rraht �R .smcns vnch ina crt ri,hts risr.reed.'