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HomeMy WebLinkAbout40495-Z �SUFFo� TOWN OF SOUTHOLD BUILDING DEPARTMENT 120 TOWN CLERK'S OFFICE oy • SOUTHOLD, NY 0 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#: 40495 Date: 2/29/2016 Permission is hereby granted to: Zura ki, John CR 48 PO B X 79 Peco c, NY 119 8 To: install roo -moun d solar p Is o xisting single-family dwelling as applied for. At premises located at: 1915 Manor Hill Ln, Mattituck mew SCTM # 473889 Sec/Block/Lot# 108.-3-8.2 Pursuant to application dated 2/24/2016 and approved by the Building Inspector. To expire on 8/30/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Buildin spector 1 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: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00.Accessory building$50.00.Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of'Certificate of Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. 'Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 J / Date. New Construction: U ^�Old or Pre-existing Building:_C�_ (check one) location of Property: -1 I �L(�� _I��� CAL OL I louse No. [ `- Street Hamlet Owner or Owners of Property: J t�l1( 1 ��( (LWC31 t Suffolk County'Tax Map No 1000. Section _ _ _ _ _ Block-------- __ .______Lot__- _ Subdivision _ -.,--- Filed Map. _ _ _ Lot:-- Permit No. _- " -1 -- Date of Permit.-----___. Applicant: Sok a -_CI - ---- I lealth Dept. Approval: _ __- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: _ _ _- (check one) Fee Submitted: $ s-V' C GApi ')ii-nt Si`�niittlre V a �pF SOUL 1. o� yob � o cOUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTIO-N - [ ] FOUNDATION 1ST [ ] ROV6H PL13G. [ ] FOUNDATION 2ND [ ]XFI ULATION FRAMING / STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA KS: r O a � �N `X11tr�J ��Ak f DATE 11b INSPECTOR ri . . i 9 •. " • 1 -- •---------------- r IN5ULATION.PEA N.y STATE ENRP-ay, . . rBL4 WA M 0 w r TOWN( F 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 /1 Survey SoutholdTown.NorthFork.net PERMIT NO. V Check Septic Form N.Y.&D.E.C. Trustees C.O.,Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20) Mail'to: Disapproved a/c Phone: Expiration, ,20 ® �� VATIONiFOR ldi g Inspe or ��� PL BUILDING PERMIT Date—0/a a / G , 20 I'JILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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. f�G Ci gnature of applicant or name,if a corpor 1 n) (Mailing address of applicant) !� State,whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises '5o A/) (As on the tax roll or latest deed) If applicant'is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. S O O S 74 Plumbers License No. — Electricians License No. S t 33\ Nl F Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ' Hamlet County r Tax Ma No. 1000 Section ft�_Block Lot r . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premiss and intended use and occupancy of proposed construction: a. Existing use and occupancy ��1 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Worky CLCCl SU - (Description) 4. Estimated Cost �a ' �J 1C�' d• ka Fee `� � �� s/8 - y 0 (To be paid on filing this application) 5. If dwelling, number-of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of remises�o�1 �czws tAddress 1915 I" "Cr [11!� LPhone No.6031--43`I Name of Architect Address SO SI(s r Ct Cc I1Q Phone No q I(,- - 3 d Name of Contractor solar 0_(6 Address 03 kuftr PlCuAPhone No. 10.3!-/Le2j q�1O 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 ) 1 (,` being duly sworn, deposes and says that(s)he is the applicant (Name of individual slong contract)above named, (S)He is the O (Contra tor,Agent, orporate 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 thi day of yu OVq 20j LUBLIC,STATE O NEw YNotary PublicSignature of Applicant stration No.OIPE6328470 alified in Suf'olk County on ExPites August 3,10 Scott A. Russel. , IM�..c��N��{�►IEMEN T ��3��Ett'4J��O�t � p�� SQt3MQ131 TQWN HALL-F-O.Sox 1179 � +�' Town o,f Southold 53095 Main Raza-SoumoWI NFW'YOIU< X29? (T4AVT1KR 236 - STO-Omw"MR MANA"NONT.' OR'K S'NLT (To BE COMPLETED BY THE.A.PPI CANT) DOES ,oa3 tr'r m�vvi - FOLLOWING: _... . its , 0=Ail.VAT APPLY? Ycs No A. Clearing, grabbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 00-B. Excavation or filling involving rnore than 200 cubic yards-of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feel vertical rise to #. 1.00 feet of horizontal distance. � D. Site preparation within 1.00 feet of wetlands, beach, bluff or coastal erosion hazard area. f E]EA *F.. Site preparation within the one-hundred year floodplain as depicted on FM Map of any watercourse. E]P3 F. installation of new-or resurfaced impervious surfaces of 17000 square • unless prior approval of a Stormwater Management deet or more, p PP Control flan was received by the Town and the proposal includes irrkind teplacernent of impervious surfaces. if you answered NO to 031 of t74c qucstfons abotre,S Ori CompTctt:the A�3feant scctfon otiose with your Name, Signatart;,Contact Iurmnat4ot2,Date &County Tax Mau Ntmabal Chapter 236 docs not apply to your project. If you 23astrered 7 5 to one or more of the atbona,please submit Two copies of a Slormwd r D'fanegemmt Control Pian and a completed Check list Form to the Btdldiug l kpartm"t-witfi your Bading 1'rsm#t APPHcatlon. ----- ._.----- root tet:Deltec] S.GT.M i 000 Date AQPLICLNNT.!property owner.Design pmfigmmsk Agro; _ tyiscrsc� ®NAME oc � �r 5e' ct;on Blxk �t "'FOR BUIL DFNG DEPART3 IE.NT USF ONILY Contactfnfotrfweivc �� �P��^ !9��T Reviewed 13y- - — — — — — — — — 3y_— •- - - - - - - - Date Pro2crty Address/Location of Construction Work — Approved for processing Building Permit. Q//L2_ _ — Stormwatcr Managenwnt Control Plan Not Rcquired- � Stormwater Managemelu Control Plan is Required. '- (Forward to Engineering Department for Revic%v) FORM SMCP-TOSMAY2014 i ii 9filOtiF7. Gi : t i �t�i-Qn-ln *Of SOl/ryo {o Town Hall Annex 41 4 Telephone(631)765-1802 54375 Main Road (631)765- 5Q2� P-0.Box 1179 ger �Q ro .richert ut' O`wn.sout9 .ny.us Southold,NY 11971-0959 O BUaDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) Name: -Jo)v)) 7�-U r cl w S' *Address: 1611S- MA-NVY- M// t a AY //q.5dl *Cross Street: `Phone No.: 1931"_T3'-I - 37%$a--1 Permit No.: Tax-Map District: 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES�0 Rough in Final Vo-you need a Temp Certificate: NO Temp information(If needed) *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form Version#53.6-TBD ®AaPIL -6,50-larCit g February 18,2016 RE: CERTIFICATION LETTER Project/Job# 1191064 Project Address: Zurawshi Residence 1915 Manor Hill Ln Mattituck, NY 11952 AH] Southold Town SC Office Long Island Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 120 mph, Exposure Category C -Ground Snow Load = 20 psf - MP1: Roof DL= 13.5 psf,Roof LL/SL= 14 psf(Non-PV Areas), Roof LL/SL= 7.2 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 15.5 psf(Non-PV Areas), Roof LL/SL= 8.2 psf(PV Areas) -MP3: Roof DL= 13.5 psf, Roof LL/SL= 13 psf(Non-PV Areas), Roof LL/SL=6.4 psf(PV Areas) - MP4: Roof DL= 13.5 psf, Roof LL/SL= 13 psf(Non-PV Areas), Roof LL/SL= 6.4 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.20083 <0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A Iobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing budding and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be to accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. OF NE�Y CO Paul Zacher, P.E. Professional Engineer 0 4;, : 4 U T: 916.961.3960 x101 "` 2 email: paul@pzse.com 91365' AR�FESSIONP 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 88810 t,CO rC 8041,CT HIC 0032/78 DC HIC 71101480,DC HIS 71101488,HI CT•29770,MA f iIC 108572,MD MHIC 128948,NJ 13VH06160600, OR GCB 180498,PA 077343,TX TDLR 27000,WA UCL SOLARC'01907 0 2013 Solaraty All rl6hts resoNod Version#53.6-TBD PIL �p SolarCit 0 4 ,a.. y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape ' Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 24" 39" NA Staggered 82.9% MP2 64" 24" 39" NA Staggered 92.5% MP3 64" 24" 39" NA Staggered 83.1% MP4 64" 24" 39" NA Staggered 83.1% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 32" 16" 66" NA Staggered 69.6% MP2 32" 14" 66" NA Staggered 77.7% MP3 32" 16" 66" NA Staggered 69.8% MP4 32" 16" 66" NA Staggered 69.8% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Finished Attic @ 16 in.O.C. 400 Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 350 Member Impact Check OK MP3 Finished Attic @ 16 in.O.C. 430 Member Impact Check OK MP4 Finished Attic @ 16 in.O.C. 430 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC?43771,CA CSLB 8178104,CO EC 8041,CT HIC 0032778,DC HIC 71101480,DC I iIS 71101488,111 C1-29770,MA HIC 100072,MO MHIC 128948,NJ IM IC8100000 OR CCB 180498,PA 077343,TX TOLn 27008,WA GCL'SOLARC'01007 0 2013 SolnrCily All rights m.erved, STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties-Summary MP1 Horizontal Member Spans -Rafter Properties . Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 17.10 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof -S an-3 A 10.88'in.^2 Re-Roof No Span 4 S. 13.14 in A3 PI ood Sheathing Yes San 5I 47:63 in.^4 Board Sheathing None Total Rake Span 23.84 ft TL DefPn Limit 120 Vaulted Ceiling {Yes PV 1 Start 2.42 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 17.67 ft Wood Grade #2 Rafter Slope, 400 PV 2 Start Fb' 875psi' Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Too Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary- Roof ummaryRoof Pitch 10/12 Initial 'Pitch Adjust . Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.31 17.6 psf 17.6 psf PV Dead Load PV-DL 3.0 psf x 1.31 19 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load .. LL/SL 1,2' 20.0 psf x 0.65 1 x:0.36 13.0 psf. 7.2 psf Total Load Governin LC TL I I : `30.6 psf J 28.7 Osf Notes: 1. ps=Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(CO(Is)pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1.00• 1.2. 1.15 Member Analysis Results Summary Governing Analysis I Pre-PV Demand I Post-PV Demand Met Impact Result Gravity Loading Check 1351psi 1259 psi 0.93 Pass STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 17.47 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3, A 13.88 in.^2 Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5. I 98.93 in.^4 Board Sheathing None Total Rake Span 22.74 ft TL DefPn Limit 120 Vaulted Ceiling No PV,1 Start 1.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 18.25 ft Wood Grade #2 Rafter Slope 350 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End FV 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.22 13.4 psf 13.4 psf PV Dead Load PV-DL 3.0 psf x 1.22 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL/SLI,Z 20.0 psf x 0.7 1 x 0.41 14:0 psf 8.2 psf Total Load(Governing LC TL 27.4 psf 25.3 psf, Notes: 1. ps=Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) Governing Load Comb V CD CL + CL - -CF Cr D+S 1.15 1.00 0.25 1.1 1.15 Member Analysis Results Summary Governin ,Anal sis Pre-PV Demand I Post-PV Demand NeUm act Result Gravity Loading Check 776 psi 1 712 psi 0.92 1 Pass FCALCULATION OF DESIGN-,WIND LOADS=MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type __ S_olarCity SleekMount_T`"' . Spanning Vents No Standoff Attachment Hardware - Comp MountType C " - Roof Slope 350 Rafter Spacing _ _ 16"_O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing_ X-XPurlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System - Tile Roofs Only NA _ ,Standing Searn/Trap Spacing SM Seam Only NA Wind Design Criteria i Wind Design Code ASCE 7-05 Wind Design Method ' � _ Partially/Fully Enclosed Method Basic Wind Speed_ 4 120 mph Fig.6-1 Exposure Category __ �• C v`� Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section'6.2�^ Wind Pressure Calculation Coefficients _Wind Pressure Exposure __ KZ� 0.95 Table 6-3 Topographic Factorz _+ ��_ __ Krt _ b _�"1.00 'LLw � � Section 6.5.7' Wind Directionality Factorrd 0.85 w _ Table 6-4 Importance Factor I 1.0 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88' Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up Muni -28.1 psf Wind Pressure.Down 25.9 psf ALLOWABLE STANDOFF SPACINGS ~) X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max-Allowable Cantilever Landscape24" _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17'sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift_at Standoff T-actual._ _ W_�"� _ _ -462 lbsY4 Uplift Capacity of Standoff T-allow 500 Itis Standoff Demand Ca ac DCR 92.5% X-Direction �Y-Direction Max Allowable Standoff Spacing Portrait _ 32" 66" Max Allowable Cantile_v_er Portrait. 14" NA Standoff Configuration Portrait Staggered Max•Standof( ibuta_ry_Area Trib• 15,sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual _ �� .-388 Itis Uplift Capacity of Standoff T-allow500 Itisand Caci Standoff Dema DCR __ 77.7% S` STRUCTURE ANALYSIS -`LOADING SUMMARY AND MEMBER CHECK- MP3• _a Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties. San 1 14.77 ft. Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material- 'Comp Roof San 3' A 10.88 in A2 Re-Roof No Span 4 Sx13.14 in.^3 PI ood Sheathing Yes San 5 1, 47.63 in.1.4 Board Sheathing None Total Rake Span 21.78 ft TL DefPn Limit 120 Vaulted Ceiling Yes PV 1 Start . ' 5.25 ft Wood Species SPF'. Ceiling Finish 1/2"Gypsum Board PV 1 End 14.83 ft Wood Grade #2 Rafter Slope 430 PV 2-Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start • - E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 11/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.37 18.5 psf 18.5 psf PV Dead Load PV-DL 3.0'psf- - x 1.37 4.1 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow'Load LL/SL112 &0 psf x 0.59 1 x 0.32 11.8 psf 6.4 psf Total Load(Governing LC I • TL 30.3 psf, 1 29.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Design Summary(per NDS)- Governing,Load•Comb CD CL + CL - CF -Cir D+'S 1.15 1.00 ,1.00 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net;Im act Result Gravity Loading Check 993 psi 946 si 0.95 Pass CALCULATION OF-DESIGN-WIND LOADS MM'P3 Mountin 'Plane Information - Roofing MaterialComp Roof PV System Type SolarCity SleekMountT"'i - Spanning Vents No Standoff Attachment Hardware Comp Mount Type'C Roof Slope 430 Rafter Spacing 16"O.C. _ Framing Type Direction Y-Y Rafters XIXPurlins Onty_ _ _.: .. NA Tile Reveal _ Tile Roofs Only NA _ Tile AttachmentSystem Tile Roofs Only �� NA Standin Seam/Trap'Spacing _ SM Seam On NA Wind'Design Criteria Wind Design Code __ ASCE 7-05 Wind Design Method _ Partially/Fully Enclosed Method Basic Wind Speed V' 120 mph Fig. 6-1 Exposure Category_ _ 7 C _` 'Section 6.5.6.3 Roof Style Gable Roof Fig,6116/C/D-14A/B Mean Roof Height I h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ 0.85 _ Table 6-3 Topographic Factor _ _ ' . Krt _ 1.00- __ Section 6.5.7 _Wlnq Directionality Factor __ _ �rKd _ 0.85 Table 6-4 Importance Factor I —T.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down - G Down 0.88' Fig.'6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U POP) -25.3 psf Wind Pressure Down 23.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing___ _Landscape 64" 39" Max Allo_Wable_Cantileyer ____,_- ____Landscape _ 24" Standoff Configuration Landscape a Staggered Max Standoff Tributary=Area u Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual _ -415 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca 'aci DCR 83.1%, X-Direction Y-Direction Max Allowable Standoff Spacing___ _Portrait 32" 66" Max.Allowable Cantilever __._._ ___ Portrait. � � 16"T - _ .r_ ��= NA Standoff Configuration Portrait Staggered Max StandoffTributary Area Trib ur1 � 5 sf PV Assembly Dead Load_ W-PV 3.0 psf _ Net Wind Uplift at Standoff T-actual = -349.1bs Uplift Capacity of Standoff T-allow 500 Itis Standoff-[5emand/Capacity DCR 69.8% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 14.77 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in A2 Re-Roof No Span 4 SX 13.14 in.^3 PI ood Sheathing Yes San 5 - I 47.63 in.^4 Board Sheathing None Total Rake Span 21.78 ft TL DefPn Limit 120 Vaulted Ceiling Yes PV 1 Start 3.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 15.17 ft Wood Grade #2 Rafter Sloe - -43° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch _ 11/12, Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.37 18.5 psf 18.5 psf PV Dead Load PV-DL 3.0 psf x' 1.37 4.1 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow Load LL/SL1,2 20A psf x 0.59 1 x 0.32 11.8 psf 6.4 psf Total Load(Governing LC I TL I 1 1 30.3 psf 29.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Ce)(C)(IS)Pg; Ce=0.9,Ct=1.1,I,=1.0 Member Design Summary(per NDS) Governing Load Comb I CD I CL + CL - CF Cr D+S 1.15, 1.00 1.00 1.2 1.15 Member.Analysis Results Summary Governing Analysis Pre-PV Demand lPost-PVDemandl Net Im act Result Gravity Loading Check 993 psi 940 psi 0.95 Pass CALCULATION OF DESIGN-.WIND LOADS==MP4_ ___ Mounting Plane Information Roofing Material Comp Roof PV System Type_ _ S_olarCity SleekMountT"'' Spanning Vents No Standoff Attachment Hardware• Comp Mount Type C Roof Slope _ _ _ 430 Rafter Spacing— 16"O.C. Framing Type Direction Y-Y Rafters P_urlin Spacing "' X-X Purlins Only_ �_ . NA Tile Reveal Tile Roofs Only NA Tile Attachment System _ _ Tile Roofs Only NAm Standing Seam/Trap Spacing SM Seam On 4 NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fulij Enclosed Method . Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category_ _ _ 4 C _ Section 6.5.6.3 Roof Style _ _ Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ_ 0.85 _Table 6-3 _ Topographic Factor . �-_ � Krt 1.00 „Section 6.5.7 Wind Directionality Factor _w.-,Kd _ .. _0.85 �..--.._._.Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind.-Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up MUD) -25.3 psf Wind Pressure'Down' 23.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64” 39" Max Allowable Cantilever Landscape �m TT— Standoff Configuration Landscape Staggered Max Standoff-Tributa ry_AreaL Trib ` ^_ 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ T-actual Uplift Capacity of Standoff T-allow - 500 lbs Standoff Dem `and Ca aci DCR 83.1%"" ' X-Direction Y-Direction Max Allowable Standoff Spacing_ -T^ Portrait 32" 66" Max Allowabl—e(antile_v_er Portrait - 16" � _ NA _ Standoff Configuration Portrait Staggered Max_Standoff Tributary;Ar_ea Trib: 15 sf PV Assembly Dead Load _,._ W-PVT - 3.0 psf4" Net Wind Uplift at Standoff T-actual, -349 lbs Uplift Capacity of Standoff T-allow _ 500 lbs Standoff Demand Ca ac' ' DCR 69.8% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. ELEC RQCAL BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES NO UPS. COMPLY WITH ALL CODES OF CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING �LCa�MOU�f ® NEW YORK STATE & TOWN CODES DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN AS REQUIRED AND C0NDITIONS OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING �OIII MI^]r Tn► � EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, AP ROVED AS NOTED FSB FIRE SET—BACK A SIGN `WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. DATE: �•p•t# GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE �- GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY FEE: • bBY: HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. NOTIFY BUILDING DEPARTMEN AT I CURRENT 6. CIRCUITS OVER 25OV TO GROUND SHALL 765-1802 8 AM TO 4 PM FOR THE Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOLLOWING INSPECTIONS: Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 1. FOUNDATION - TWO REQUIRED OCCUPANCY ®� kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC FOR POURED CONCRETE LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 2. ROUGH - FRAMING & PLUMBING USE �� UNLAWFUL n� MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 3. INSULATION U_ 1%1l ICU (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY 4. FINAL - CONSTRUCTION MUST M � NEUT NEUTRAL UL LISTING. BE COMPLETE FOR C Q ��U WWOUu CERTRCAI NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE ALL CONSTRUCTION SHALL MEET THE �� �����A(���� OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE REQUIREMENTS OF THE CODES OF NEW PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING YORK STATE. NOT RESPONSIBLE FOR POI POINT OF INTERCONNECTION HARDWARE. DESIGN OR CONSTRUCTION ERRORS. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE RETAIN STORM WATER RUNOFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL PURSUANT TO CHAPTER 236 STC STANDARD TESTING CONDITIONS OF THE TOWN CODE. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VVOLTAGE AT MAX POWER VICINITY MAP INDEX Voc oc VOLTAGE AT OPEN CIRCUIT W WATT -= s 3R NEMA 3R, RAINTIGHTPV1 COVER SHEET ' PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached 1. -ALL WORK SHALL COMPLY WITH THE 2010 -' R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) 1 . • i t ' • / , "' CONFlDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B—� O 6 4 O O � a� ■ ZURAWSHI, JOHN ZURAWSHI RESIDENCE Jack Faulkner o;;5®Ia�Cl�y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �..S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1915 MANOR HILL LN 12.74 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES M ATTI TU CK, N Y 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Gearview Way THE SALE AND USE OF THE RESPECTIVE (49) REC # REC260PEZ PAGE NAME SHEET: REV: DAIS San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-5000—OUTD—US—Z—A NA COVER SHEET PV 1 2/18/2016 (888)—SOL—CITY(765-2489)www.solarcitycom PITCH:40 ARRAY PITCH:40 MP1 AZIMUTH:152 ARRAY AZIMUTH: 152 O MATERIAL:Comp Shingle STORY. 1 Story PITCH: 35 ARRAY PITCH:35 MP2 AZIMUTH:152 ARRAY AZIMUTH:152 MATERIAL:Comp Shingle STORY- 2 Stories PITCH:43 ARRAY PITCH:43 MP3 AZIMUTH:332 ARRAY AZIMUTH:332 MATERIAL:Comp Shingle STORY: 1 Story PITCH:43 ARRAY PITCH:43 MP4 AZIMUTH:152 ARRAY AZIMUTH: 152 MATERIAL:Comp Shingle STORY: 1 Story of NEW K.. ZA tiF0 CO r_ ACS I` D 136 51,(18 J AROFESSIONP Q Inv LEGEND Inv - 0 (E) UTILITY METER & WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO O & WARNING LABELS DC DC DISCONNECT & WARNING LABELS M11 2 8 8 AC DISCONNECT & WARNING LABELS MP4 Q DC JUNCTION/COMBINER BOX & LABELS I o MPl QD DISTRIBUTION PANEL & LABELS A p Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR o®o CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Front Of House Scale: 3/32" = I' 01' 10' 21' F (E)DRIVEWAY VZA 1161 k I M PREMISE OWNER- DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1 191064 00 • CONTAINED SHALL NOT BE USED FOR THE ZURAWSHI, JOHN ZURAWSHI RESIDENCE Jack Faulkner �;,,So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 4�r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1915 MANOR HILL LN 12.74 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- MATTITUCK NY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 ClearAex Way THE SALE AND USE OF THE RESPECTIVE (49) REC # REC260PEZ PAGE NAME SHEET: REV: DALE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARCITY INC. ABB PVI-5000—OUTD-US-Z-A NA SITE PLAN PV 2 2/18/2016 (BBB)-soL-aTY(765-2489)www.solarcitycorn (E) COLLAR TIE (E) KNEE WALL S1 S1 (E) COLLAR TIE _ 14'-9 (E) KNEE WALL „ (E) LBW 17'-6" C SIDE VIEW OF MP3 NTS 1°- (E) LBW MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES SIDE VIEW O F M P2 NTS LANDSCAPE 64" 24" STAGGERED B PORTRAIT 32" 16" MP2 X-SPACING X-CANTILEVER Y-SPACING Y CANTILEVER NOTES RAFTER 2X8 @ 16" OC ROOF AZI 332 PITCH 43 STORIES: 1 ARRAY AZI 332 PITCH 43 LANDSCAPE 64" 24" STAGGERED C.3. 2x8 @16"OC Comp Shingle PORTRAIT 32" 14" S 1 RAFTER 2X10 @ 16"OC ROOF AZI 152 PITCH 35 ARRAY AZI 152 PITCH 35 STORIES: 2 C.3. 2x10 @16"OC Comp Shingle „ 1' (E) LBW SIDE VIEW OF MP1 NTS OF NE�Y y 0 C- K. zA�tiF � MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED n r :_`' W PORTRAIT 32" 16" RAFTER 2X8 @ 16"OC ROOF AZI 152 PITCH 40 STORIES: 1 �A9136518 ARRAY AZI 152 PITCH 40 ROFEssl( � C.I. 2x8 @16"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1 19106 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE ZURAWSHI, JOHN ZURAWSHI RESIDENCE Jack Faulkner SolarCity.BENE IT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1915 MANOR HILL LN 12.74 KW PV ARRAY /�� PART TO OTHERS OUTSIDE THE RECIPIENT'S MDDuux MATTITUCK, NY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (49) REC # REC260PEZ 3055 aearNew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER. T:(650)638-1028 F.(650)638-1029 ABB PVI-5000—OUTD—US—Z—A NA STRUCTURAL VIEWS PV 3 2/18/2016 (888)—SOL—CITY(765-2489)www.salaratycom (E) COLLAR TIE (E) KNEE WALL S1 4" pF NEW 14'-9' K. Zq�y�O�0 (E) LBW ,* SIDE VIEW OF MP4 NTS 0 D 913651. MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PV MODULE LANDSCAPE 64" 24" STAGGERED 5/16" BOLT WITH LOCK F INSTALLATION ORDER PORTRAIT 32" 16" RAFTER 2X8 @ 16" OC ROOF AZI 152 PITCH 43 STORIES: 1 & FENDER WASHERS ARRAY AZI 152 PITCH 43 LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT C.]. 2x8 @16"OC Comp Shingle HOLE. ZEP ARRAY SKIRT (6) (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING V (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2 EMBED, MIN) (E) RAFTER #_5TA� CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-1191064 00 \\, SolarCit CONTAINED SHALL NOT BE USED FOR THE ZURAWSHI, JOHN ZURAWSHI RESIDENCE Jack Faulkner BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1915 MANOR HILL LN 12.74 KW PV ARRAY h� a PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: MATTITUCK NY 11952 3055 Clearview Way ORGANIZAl10N, EXCEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (49) REC # REC260PEZ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER. NA PV 4 2/18/2016 888:(650)638-1028 F:(650)636-1029 ABB PVI-5000—OUTD—US—Z—A STRUCTURAL VIEWS ( )—SOL—CITY(765-2489)www.sdaratycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number:LC240PC Inv 1: DC Ungrounded INV 1-(')ABB #PVI-5000-OUTD-US-Z-A Lpg��: A -(49)REC # REC260PEZ AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:81 966 120 Inv 2: DC Ungrounded FCI Inverter, Zigbee 5000W, 24OV,96.59: PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)ABB PVI-50DO-OUTD-US-Z-A B FCI Inverter, Zigbee 5000W, 24OV,96.31 Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E) 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity (E) WIRING CUTLER-HAMMER BRYANT 6 A i =12' Disconnect 11(N) 125A Load Center 9 Inverter IND Vstart 200V L ----B 60APVI-5000-OUTD-US-Z-A Dc- MP 3: 1x12 C EGC 3OA/2P ------------ -------- -- - ------------- -T TE r---------- p L1 I B DC+ I 20OA/2P N DG- I 5 2 (E) LOADS GND �n EGCI DC+ oC+ VStaft= 2DOV --� F, �„� r-------------------------- - GEC ---TN DC- c- MP 1: 1x12 �• r----� I z TIL,�S I GND __ EGC--- --------- ------------ ---'•---- G�-----------------� I � L L♦J ___ ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4°EMT SolarCity N I Inverter 2 IND io ABB $ A 3 oC+ Vstart= 200V PVI-5000-OUTD-US-Z-A DC- MP 4: 17 z z I x� ---- c� 3OA/2P L1 ------------ -- - -- -4 EGC-------- ---- I I ___ - GEC I L2 I oc+ Vstart- 200V j DC+ TO 120/240V I I N DC- ti 7 SINGLE PHASE L_ EGG DC+ C+ UTILITY SERVICE I ------------------------- -GEC -- TN DG C- MP 2: 2x9 II GND EGC--- --------- ------------ --♦----- --- G�------------- ----� (I)Conduit Kit; 3/4° EMT EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP POI (2)ILSCO /IPC 4/0-#6 B (I)CUTLER-HAMMER#DG222NRB /rr A (2)SoiarCit p 4 STRING JUNCTION BOX D� Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Disconnect; 60A, 24OVac, Fusible, NEMA 3R / 2x2 S, GS, UNFUSED,GROUNDED SSC-SUPPLY -(1)CUTLER- AMMER g DG100NB SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground)Neutral Kit; 60-100A, General Duty(DG) AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(I)CUTLER-HAMMER #DS16FK Class R Fuse Kit -(2)Fuse Z SHA 250V,#TRR60RKS PV BACKFEED OCP C (1)BRYANT#BR48L125RP Load Center, 125A, 120/24OV,NEMA 3R -(2)Breae 30A� 2pareH2P, Sces � 1 AWG 16, THWN-2, Black �(I)AWG#10, THWN-2, Block (I)AWG 110, THWN-2, Black Voc* =502.59VDC Isc =9.01 ADC (2)AWG#10, PV Wire, 60OV, Black Voc* =502.59VDC Isc=9.01 ADC ©IsF (1)AWG/6, THWN-2, Red O I4F (1)AWG#10, THWN-2, Red O (1)AWG 110, THWN-2, Red Vmp =368.4 VDC Imp=8.5 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =368.4 VDC Imp=8.5 ADC L (1)AWG g6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=46 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC (1 AWG 110, 1HHN/THWN-2, Green EGC -.(1)AWG 18, THWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4° EMT -(1)AWG#8, THWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4°EMT (1)AWG#10, THWN-2, Black Voc* =502.59VDC Isc=9.01 ADC (2)AWG#10,PV Wire, 60OV, Black Voc* =502.59 VDC Isc=9.01 ADC (I)AWG#6, THWN-2, Black (1 AWG#10THWN-2, Black © (1)AWG 110, THWN-2, Red Vmp =368.4 VDC Imp=8.5 ADC O ©11 (1)AWG#6, Solid Bare Copper EGC Vmp =368.4 VDC Imp=8.5 ADC (1)AWG#6, THWN-2, Red O IsF(1)AWG#10, THWN-2,Red (1)AWG/10, THHN/THWN-2, Green EGC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=46 AAC I:L(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC (1)AWG#10, THWN-2, Black Voc* =376.94VDC Isc =18.02 ADC (2)AW6#10, PV wre, 60OV, Black Voc* =293,18 VDC Isc =9.01 ADC -(1)AW;IG 16, Solid Bare Copper GEC -(1)Conduit Kit; 3/4' EMT •-(1)AWG#8, THWN-2, Green EGC/GEC-(1)Condu.1kKit; 3/4°EMT O Q (1)AWG 110, THWN-2,Red Vmp =276.3 VDC Imp=17 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =214.9 VDC Imp=8.5 ADC 0AWG 110, THHN/THWN-2, Green_ EGC TH (1 AWG/10, WN-2,Black Voc* =293.18 VDC Isc=9.01 ADC (4)AWG#10, PV Wire,60OV, Black Voc* =376.94VDC Isc=9.01 ADC ® (1)AWG 110, THWN-2, Red Vmp =214.9 VDC Imp=8.5 ADC ® (1)AWG#6, Solid Bare Copper EGC Vmp =276.3 VDC Imp=8.5 ADC J B-1191064 0 0 PREMISE OWNER-• DESMPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOBNUMBER- \\\!a CONTAINED SHALL NOT BE USED FOR THE ZURAWSHI, JOHN ZURAWSHI RESIDENCE Jack Faulkner -= solarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1915 MANOR HILL LN 12.74 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: MATTITUCKNY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 Clearviex Way THE SALE AND USE OF THE RESPECTIVE (49) REC # REC260PEZ gid; REV- DATE- San Mateo,CA 94402 SOLARClTY EQUIPMENT, WITHOUT THE WRITTEN INVERTM- PAGE NAME PERMISSION OF SOLARCITY INC. ABB PVI-5000-OUTD-US-Z-A NA THREE LINE DIAGRAM PV 5 2/18/2016 (66aj�so5L-CITYB(7655-2F.(650) soi rrcitycom WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: "'el Location: Label Location: WARNING WARNING ' Per Code: Per - ..- NEC 690.31.G.3 ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOTTOUCH TERMINALSNEC 1 THE DC CONDUCTORS OF THISNEC 1 Label • _ •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAYBE ENERGIZED UNGROUNDED ANDINVERTERIS IN THE OPEN POSITION MAY BE ENERGIZED " UNGROUNDED ODD NEC DISCONNECT ••1 Label Location: Label • _ • PHOTOVOLTAIC POINT OF ■ INTERCONNECTION _ • _ MAXIMUM POWER A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp)_ _ NEC •1 690.54 •'- HAZARD.DO NOT TOUCH • MAXINIUM POWER_VNEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE Vm MAXIMUM SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE(Voc)_V MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE. CURRENT(Isc)_ AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MM— XIMUM AC V •- Location: OPERATING VOLTAGE WARNING Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• _ • UNGROUNDEDOAND ENERGIZED CAUTION DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Label Per Code: _ ELECTRICAL SHOCK HAZARD ' ' DO NOT TOUCH TERMINALSNEC 691 CAUTION ' P• TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.B.4•1 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING Code: INVERTER OUTPUT LabelLocation: CONNECTION 690.64.B.7 PHOTOVOLTAIC AC DO NOT RELOCATE DisconnectAC DISCONNECT THIS ODEV CERF2ENTConduit NEC •.1 - :. (D). Distribution Panel (DC): DC Disconnect (IC). Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A ' •• Load - - OPERATING CURRENT ■_ ••_ (M): Utility Meter MAXIMUM AC OPERATING VOLTAGE VNEC 690.54 Interconnection t 91 11: 3055 Clearview Way :7a I 11111F.11 7• 1 1'hAkz1 1 1 "r 1 1' 1 1 7' 1 1 /• 1 •_ _ 060 r r 1 • 1 1 ' ' d • r' (765-2489)www.solarcity corn / 1 718 Rills I MPET1,11 112 '7' 1 / 1 yl ®p I ® rt$018f�1t Ze Solar Next-Level PV Mounting Technology 'S018fClty ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs v Up roof. Leveling Foot ' Ground Zep Interlock Levering Foot Cxryi�e shown) �'^"•; .'"'y -° ' Part No.850-1172 __---,-------'—" �� �� ETLlisted toUL467 y.� 5 Zep Compatible PV Module -- Zep Groove - Root Attachment Array Skirt ��' Comp Mount Part No 850-1382 Listed to UL 2582 y r- Mounting Block Listed to UL 2703 Description : PV mounting solution for composition shingle roofs FA �� Works with all Zep Compatible Modules 06MPpT Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards WEE • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed er u to 2 '- • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip,End Caps Part Nos 850-0113,850-1421, 850-1460,850-1467 zepsolaccom zepsolar com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped vnth Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats corn responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice.Patents and Apps zspats com Document#800-1890.001 Rev Date last exported' November 13,2015 223 PM - Document#800-1890-001 Rev Date last exported November 13,2015 2 23 PM 1 Z®Solar TRIANGLE ARRAY TRIM I INFORMATION SHEET Z®Solar TRIANGLE ARRAY TRIM I INFORMATION SHEET Triangle Array Trim Mechanical Installation Information Sheet The Triangle Array Trim is a non-functional PV component with Leftand Right versions that is specifically 1 - designed for appearance.It is intended for use in Landscape arrays of Zep Compatible"modules,with a stagger design where the rows of PV modules are offset exactly at the halfway point.Triangle Array Trims may be installed without any modification of spans or cantilevers,given the following design `- considerations: _ • For ASCE 7-05,Exposure B or C with wind speeds not to exceed 100 mph,or 2 • For ASCE 7-10,Exposure B or C with wind speeds not to exceed 130 mph Each Triangle Array Trim component has four • Ground snow load not to exceed 20 sf points of structural connection with adjacent p modules.These are special hardware fasteners • Listed by UL to UL 2703 for bonding and mechanical Loading called"Zeps". ;- NoPAr � Each"Zep"is permanently riveted to the Triangle Array Trim metal frame.Use the Flat Tool to r 0W rotate the Zep in place 90 degrees. 110.375 263.52 �L LISTED Cut-out gap fits the end of the Flat TooL. A 3 (49.8451 1266 05 B 17.520 [98 02 445 1 1 ,1 _ Flat Tool PV Triangle Arra module T ;� y � � 1+ Trim Cross Section 110.7281 \� 272.6 \ 4 - gr�pC Alignment notch used as a Right-angled hook fits �1L. visual aid to indicate full 90 I I the matching gap on degree rotation. [5.6861 the"Zep". [51506, �1512341'� 144.43 [31.7611 806.73 C Document 800-1574-001 Rev D www.zepsoler.com PAGE 1Of2 Document 800-1574-001 Rev D www.zepsolai com PAG E:2 Of 2 02014/EN Zep Solar,Inc Zep Solar reserves the right to make specifications changes without any prior notice All rights reserved 02014/EN Zep Solar,Inc Zep Solar reserves the right to make specifications changes without any prior notice All rights reserved Date Last Exported August 6,201411 19AM Date Last Exported August 6,20141119 AM - Solar inverters Additional highlights — RS-485 communication Interface (for connection to laptop or data . logger) r 0 0 • — Integrated Arc Fault Detection and Interruption(-A Version). to 6kW . 1 , E J Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US AW i Input side 1 Nominal output power 5000W 6000W Maximum output power 5000W 600ow ( Rated grid AC voltage 208V 240V 277V 208V 240V 277V T"I I Input side(DC) Number of independent MPPT channels 2 j}{ Maximum usable power for each channel 4000W Absolute maximum voltage(Vmax) 600V --•—,' Start-up voltage(Vstart) 200V(ad) 120-350) Full power MPPT voltage range 200-530V 1 Operating MPPT voltage range 0.7 x Vstart-580V t1. ) Maximum current(Idcmax)for both MPPT in parallel 36A l I Maximum usable current per channel 22A Number of wire landing terminals per channel 2 Pairs v Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 1 I Output side(AC) y, Grid connection type 10/2W Split-0/3W 10/2W 10/2w Split-0/3W 10/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221 V-264V 244V-304V 183V-228V 211 V-264V 244V-304V Grid frequency 60Hz Adjustable grid frequency range 57-60 511z Maximum current(I,,.,J A,,� 27Ae, 23Ae, 20N_ 30Ae, 28Aa, 24Ae_ Designed for residential and small The wide input voltage range Highlights: Power factor >0995 makes the inverter suitable to low Total harmonic distortion at rated power <2% commercial PV installations,this — Single phase and split phase output Contributory fault current' 36 25 APS/ 36 5 APk/ 31 75 Ark/ 36 25 AP,/ 36.5 APk/ 31 75 A — Wide input range for Increased pGrid wiring termination type Terminal block,pressure clamp,'i, inverter fills a specific niche in the power installations with reduced grid connection 25.63A_'i, 25 81AR,,; 22.45A,ua 25.63A 25 a 25 81A22.45AiiM6 ABB product line to cater for those string size. G14-AWG4 I installations producing between The transformerless operation offers stringing flexibility. Reverse polarity protection Yes 5kW and 20kW. high performance efficiencies of up toOver-voltage protection type varistor,2 for each channel — The high speed and precise"PPT 97.1%. PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) algorithm offers real time power loutput i This inverter includes dual input Free remote monitoring capability tracking and Improved energy Anti-islanding protection Meets UL 1741/IEEE1547 requirements Meets UL 1741/IEEE1547 requirements section to process two strings with available with every installation.This harvesting. Over-voltage protection type Varistor,2(L,-Le/L,-G) varistor,2(L,-Lz/L,-G) independent MPPT. enables homeowners to view their _ Outdoor NEMA 4X rated enclosure Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A P I Efficiency I The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 97.1% algorithm offers real-time power a proactive and economic way of environmental conditions. CEC efficiency 96% 96.5% 965% 98% 965% 965% maintaining and troubleshooting the User interface Graphic display Graphic display tracking and energy harvesting. g g — Integrated DC disconnect switch rOperating performance, Flat efficiency curves ensure high system. in compliance with International Stand-by consumption <8w_ <8weva efficiency at all output levels ensuring Standards(-S Version). Night time consumption <0 6W,_ <0 6w°„° performance (Communication consistent and stable P User-interface 16 characters x 2 lines LCD display across the entire Input voltage and Remote monitoring(1XRS485 incl) VSN700 Data Logger(opt) Output power range. Wired local monitoring(1xRS485 incl) PVI-USB-RS485_232(opt) This outdoor Inverter has been I Environmental -13°F to+140°F(-25°C to+60°C)with Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) derating above 122°F 50° designed as a completely sealed unit to 9 ( c) withstand the harshest environmental Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) -40°F to+176°F(-40°C to+80°C) Relative humidity 0-100%RH condensing 0-100%PH condensing Conditions. Acoustic noise emission level <50 db(A)@1m <50 db(A)@1m ALOR Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and productivity 2 Inverter can appy that much current-Breaker will open for abetter world'" J1%W,. 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD 1 C PEAK G Y Z LINK 5ERIE5 65 55 30.1 HIGH PERFORMANCE _ '38 _ = _ __ 3_71-402 = , = ' ®°° EFFICIENCY I , SOLAR PANELS YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY ,REC PEAK - Ysc-� _,� _ 47 24 � �� �VTY*FR U5 IMPORT DUTY FREE X047 �� ENERGY TEMPERATURE RATINGS RE -- _ —� NominalOperaungCellTemperature(NOCn 457°C(t2°C) �ZU (j,,� S E S Temperature Coefficient of VPwp., -040%/°C � '� _ _ i� Temperature CoeffiuentofV� -027%/°C Temperature Coefficient oflsc 0024%/°C REC Peak Energy Z-Link Series solar All measurements in Inches panels are the perfect choice for building ELECTRI CAL DATA @ STC REC260PEZ solar systems that combine long lasting Nominal Power-P,(Wp) 260 Cell Type 60 REC PEmultl-crystalline Watt Class Sorting- +/-5 3 strings of 20 cells with bypass diodes product quality with reliable power output Glass 0125 insolarglasswith anti-reflection REC combines high quality design and Nominal Power Voltage-Vn,,(V) 307 surface treatment Nominal Power Current-IMP,(A) 850 Back Sheet Double layer highly resistant polyester manufacturing`standards to produce high- Open circuit Voltage-V°c(v) 378 Frame Anodized aluminum(black) performance solar panels with Short Circuit Current-Isc(A) 901 Zep Groove compatible uncompromising quality Panel Efficiency(%) 158 lunctionBox IP67rated 0156 in(12 AWG)solar cable,2 x 4724 in The electrical characteristics are within 10%of the Indicated values of I V,x and Pte,,,at standard Test conditions(STC) Connectors H4Amphenol MP Values at standard test conditions STC(aumass AMI 5,irradiance 1000 Wxm,cell temperature 77°F(25`Q At low Irradiance of 200 W/m'(AM]5&cell temperature 77`F(25'C))at least 97%of the STC panel efficiency will be achieved Origin- Made in Singapore FA V Nominal Power-P.,(Wp) 197 Operational Temperature. -40 .+185°F(-40 +85°C) 0 Mpp(�� Nominal Power Voltage-V,,p(V) 290 Maximum System Voltage 1000VUL Nominal Power Current-1,,,(A) 681 Design Load 50 lbs/ft'(2400 Pa)long side MORE POWER COMPATIBLE WITH PER FTS ZEP GROOVE FRAME Open CircuitVoltage-V,,(V) 3S7 30(bs/ft'(1436 Pa)short side Short Circuit Current-Isc(A) - 724 Max Series Fuse Rating , 15A Nominal operating cell temperature NOCT(800 W/m',AMIS,wmdspeedl m/s,ambient temperature 68°F(20°C) Max Reverse Current. ISA NICALr. V 10 year product warranty Dimensions 6555x3902xl57in(1665x99lx4Omm) z COuS 25yearlinearpoweroutputwarranty Area 1775ft2(l65m2) USIMPORT EASYTO LISTED (max degressioninperformance of07%pa) o DUTY FREE INSTALL Weight 43 lbs(19 5 kg)UL 1703,Fire rating Type 1,Class C 4 Note! All given specifica tions are subject to change z without notice at anytime R REC is a leading global provider of solar energy solutions With more than 15 years of experience,we offer sustainable,high performing (REC I� products,services and investments for the solar industry Together with our partners,we create value by providing solutions that better meet the world's growing energy needs REC is headquartered in Norway and listed on the Oslo Stock Exchange(ticker RECSOL) Ourl,600 employees worldwide generated revenues of USD 647 million in 2013 www recgroup.com t .