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HomeMy WebLinkAboutANABELLE LANE 45006_14-00002892 CITY OF LAKE LSII` 0RX BUILDING & SAFETY DREAM. EXTP EME TM 130 South Main Street PERMIT PERMIT NO: 14-00002892 DATE: 11 12 14 JOB ADDRESS . . . . . : 45006 ANABELLE LANE DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR MORENO EDGAR PRECIS SOLAR 45006 ANABELL LANE OUT OF TOWN BUSINESS LAKE ELSINORE CA 92532 36625 KEVIN RD STE 147-148 WILDOMAR, CA 92595 A. P . # . . . . . 347-462-015 SQUARE FOOTAGE 0 OCCUPANCY . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 15 , 000 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 13 . 00 X 12 . 5000 VALUATION 162 . 50 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 225 . 50 . 00 225 . 50 ELECTRICAL PERMIT 46 . 25 . 00 46 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 45 . 10 45 . 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R 1 . 95 . 00 1 . 95 PLAN CHECK FEES 169 . 13 169 . 13 . 00 TOTAL 499 . 43 214 . 23 285 . 20 SPECIAL NOTES & CONDITIONS ROOF MOUNTED SOLAR WITH 22 MODULES & 1 STRING INVERTER __'.'1.; .,�:_...7 J DR 2 ii<} 20 City of Lake Elsinore Please read and initial Building Safety Division ice'`1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq. and my license is in full force. Post in conspicuous place _2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3. l,as owner of the property,am exclusively contracting with licensed contractors to consh'uct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: ram"4. 1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after malting this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO I Temporary Electric Service PLO 1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 I Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring � EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BPI.O Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BP 11 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical B '1 ME99 Final Mechanical BP99 Final Building Code Pool&c Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO 1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein.&orms SP04 Pool Plmb./Pressure Test Date Inspector SP05 Pre-Gunite Approval Planning _ SP06 Rough Pool Electric Landscape SP07 Pool Fence/Gates/Alarms Finance _ SP08 Pre-Plaster Approval Engineering SP99 Final Pool/Spa CITY OF LAKU µ' D R.E A M EXTREME ,M 130 South Main Street APPLICATION FOR APP I SAT ON BUILDING PERMIT APPLICATIO RECE DQ/ DATE / AP VALUATION CALCULATIONS BUI,(QI G,�DDRSS � � 1st FLOOR SF TRACT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF N ME 3rd FLOOR SF O — a.� �� r €( y. J W M ILIN HQNE GARAGE SF N ADDRESS „t .$ � U E ITY STATE/ IF STORAGE SF R I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# ", ( I CITY BUSINESS N AND CLASS -" c ,� r ) ,LA6TAX# T N ME r w VALUATION: R (4 A MAILING } y § C ADDRESS ' f ;.."1 ) a :.. ^f5tA FEES T CITY, STATl /ZIP P OE )r. BUILDING PERMIT $ R NTRACTOR-S SIGNATURE DATE PLAN CHECK Y 1' a.NAME LICENSE# A N Lloh--.._ PLAN REVIEW O R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION ❑ NEW OCC GRP./ CONST. ❑ ADDITION DIVISION: TYPE: •"ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑ APARTMENTS 1 certify that I have read this application and state that the ❑ CONDOMINIUME HAZARD YES above information is correct. I agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: tion purposes. ❑ DEMOLISH 7PRESENT USE OF BLDG: l f JOB DESCRIPTION Signature of Applicant or Agent Date � � 10(0' -"" Agent for E'contractor ❑ owner Agents Namer;r,`F 4 . 1 ' y r" Agents Address <p�rit� a { _ - - Street City State Zip C I TY OF COMMUNITY DEVELOPMENT LAK-E LSINORE BUILDING DIVISION DREAM EX-rREME PLAN CHECK SUBMITTALS Ll PROPERTY ADDRESS: 1'11111_y"),�,) Ar Contact Person: K� t", y Telephone No.Permit Application No: l 1s 9 Date 1st Submittal: -3 Q/ Initial L�Iplan Checker: Date returned from Plan Check: N-2- Status: Date notified Applicant: 'bate Picked up: Initial: Applicant Date 2 d Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Date 3 d Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Planning Approval: DATE Sent: DATE APPROVED: Engineering Approval: —DATE Sent: DATE APPROVED: Fire Dept. Approval: DATE Sent: DATE APPROVED: DATE Received School Fee (If Area> 500 SF): DATE Received Health Department Approval: Location: Date Permit Issued: Tech: tJ:\Building & Safety\Forms\Planchecklog.doc Created on 8/8/2008 1:5 1:00 PM P ci's S, olar Technology Fur-, Envirormiont STRUCTURAL 5.94 kW ROOF MOUNT SOLAR PV SYSTEM For: THE MORENO RESIDENCE 45006 ANABELL LN. LAKE ELSINORE,, CA 92532 APN# 347-462-015 Prepared By: RJG Consulting Services 17 Ponte Loren Lake Elsinore, CA 92532 PH: 951-265-1632 . � u By: Richard J.Godina, PE Date: 11/2/2014 1 certify that this existing structure is code compliant and able to withstand the loads of the proposed PV system installation. Moreno Report 11/2/2014 Page 2 of 6 Prepared By: RG TABLE TE T 1. DESIGN CRITERIA/SOLAR PV SYSTEM & RACK DEAD LOAD DETERMINATION 2. DESIGN LOAD DETERMINATION 3. SEISMIC LOAD CALCULATIONS PER 2013 CBC (ASCE 7-10) 4. WIND LOAD CALCULATION FOR PARTIALLY/FULLY ENCLOSED STRUCTURES APPENDIX: ® GOOGLE EARTH IMAGE 1. DESIGN CRITERIA: ® 2013 CBC ® ROOF DEAD LOAD = 20 PSF (See Pg. 3) ® ROOF LIVE LOAD = 20 PSF ® BASIC WIND LOAD = 110 MPH,Vult = 85 MPH,50 Yr. M.R.I. • EXPOSURE CATEGORY C ® PANELS: o Module Make & Model: SunEdison 270w o Panel Configuration: 4 Rows in Portrait o Quantity: 20 Total o L(Length of Panels): 5.44 ft o W (Width of Panel): 3.25 ft o A(Area of Ea. Module) 17.68 sf o Wp (Weight Per Panel) 42.5 Ibs ® RAILS: o Module Make & Model: Unirac 0.81 PLT o Wr(Wt. of Aluminum Rail) : 0.3 psf ® MOUNTING HARDWARE: o Make & Model: QuickScrews Model No. STRH90 o Wm (Wt. of Hardware) : 2.52 Ibs hardware per module 0 SYSTEM GEOMETRY: See Plans for Layout Moreno Report 11/2/2014 Page 3 of 6 Prepared By: RG 2. DESIGN LOADS: * The drawings,calculations, specifications, and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. ANY OTHER USE IS SOLELY PROHIBITED. * The structural calculations included here are for the analysis and design of the Roof Mount Solar PV System attachment mechanism system. * All changes made to the subject project shall be submitted to PRECIS SOLAR in writing for review and comments. The structural details in these calculations emphasize engineering aspects of the design. DESIGN LOADS �® EXISTING ROOF LOADS: FLOOR LOADS: Slope = 4112 LIVE LOAD = 20.0 PSF LIVE LOAD = 0.0 PSF 1. Concrete Tiles = 10.0 PSF 1. 1-1/8"T&G Plywood =0.0 PSF 2. 1/2" Plywood Sheathing = 2.5 PSF 2. Trusses = 0.0 PSF 3. Framing = 3.0 PSF 3. Insulation = 0.0 PSF 4. Insulation = 1.0 PSF 4. Carpet/Lino,etc. = 0.0 PSF 5. Gyp. Brd. = 2.5 PSF 5. Misc. = 0.0 PSF 6. Misc. = 1.0 PSF 6. 7. 7. Dead Load = 20.0 PSF Dead Load = 0.0 PSF TOTAL LOAD = 40.0 PSF TOTAL LOAD =0.0 PSF AREA OF ROOF: = 1,905 SF AREA OF FLOOR: = 0 SF AREA OF ARRAY: =354 SF EXTERIOR WALLS: PROJECT NAME: THE MORENO RESIDENCE 1. 3-Coat Stucco = 14.7 PSF 2. 1-Coat Stucco = 9.4 PSF PROJECT LOCATION: 45006 ANABELL LN. 3. Wood Siding = 7.0 PSF LAKE ELSINORE, CA 92532 DIAPHRAGM WIDTH: "W" = 34 FT COORDINATES: Latitude: 33.704381 Longitude: -117.321770 REVISIONS: A Date B Date Moreno Report 11/2/2014 Page 4 of 6 Prepared By: RG 3. SEISMIC LOAD CALCULATIONS PER 2013 CBC (ASCE7-10) IBC2012(1613),ASCE 7-10 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) SS= 196.60%g = 1.966g Figure 22-1 through 22-14 Response Spectral Acc.( 1.0 sec) SI= 82.10%g = 0.821g Figure 22-1 through 22-14 Site Class Table 20-3-1, Default= D Site Coefficient Fa= 1.000 Table 11.4-1 Site Coefficient F = 1.500 Table 11.4-2 Max Considered Earthquake Acc. SMS= Fa.S, = 1.966 (11.4-1) Max Considered Earthquake Acc. SM1= F,,.SI = 1.232 (11.4-2) @ 5% Damped Design SDS= 2/3(SMs) = 1.311 (11.4-3) SDI = 2/3(SM1) = 0.821 (11.4-4) 13.3 SEISMIC DEMANDS ON NONSTRUCTURAL. COMPONENTS SOLAR PV ROOF LOAD: Fp= 0.4apSDSWp(1+2z/h) (13.3-1) 1. Solar Modules = 2.4 PSF (RP/Id 2. Solar Rails = 0.3 PSF ap= 1_ Rp= 6.5 (T-13.5-1 or 13.6-1) 3. Mounting Assbly. =0.1 PSF Ip= 1.0 h = 22_I_t (13.1.3) 4. Misc. z = 22ft SDS= 1.311 5. Fp= 0.242 Wp Total Load = 2.7 PSF Max Fp= 1.6SDSIpWp = 2.097Wp (13.3-2) Min Fp= 0.3SDSIpWp = 0.393Wp (13.3-3) 6. Area of Modules = 353.6 SF FP= 0.393 Wp 7. Total Seismic Wp 0,958 Ibs Fp = 376.8 LBS CHECK PER 2013 CBC SECTION 3404.4: CHECK PER 2013 CBC SECTION 3404.3: MASS OF EXISTING BUILDING(AFFECTED AREA): (w'x I' )Roof Area= 1905 SF x 20.00 PSF= 38,100 Ibs Roof DL= 38,100 Ibs (8' plate/2 x"W"x 2 ea)Walls Area= 272 SF x 14.70 PSF= 3,998 Ibs Roof LL= 38,100 Ibs (w'x I' ) Floor Area= 0 SF x 0.00 PSF= Wdl= 42,098 Ibs Wdl+WII= 76,200 Ibs Wp= 958 Ibs Wp= 958 Ibs Wproposed 43,057lbs Wproposed 77,158lbs Percent Increase = 2.28% </= 10%O.K. Percent Increase = 1.26% </=5%O.K. Moreno Report 11/2/2014 Page 5 of 6 Prepared By: RG 4. WIND LOAD CALCULATION FOR PARTIALLY/FULLY ENCLOSED STRUCTURES Input Variables Calculations and Values Required Variables Design wind pressures based upon: Mean roof height, ft 20 ASCE 7-10 Chapters 26-30 wind loading Exposure category(CBC Sec. 1609.4.3) C Basic wind speed V,lt 110 Component and cladding elements Building Risk Factor (CBC Table 1604.5) II Wind pressure Pnet=XKZt1Pnet30 Roof shape pitched Roof slope (degrees) 15 Roof zone 1&2 Contiguous sq. feet of array 354 From Figure 30.5-1: Least width of the building 34 = 1.29 Obstructed wind flow? TRUE From Section 26.8-1 at Mean Roof Height, h Kzt = 1.00 Local Topographical Features From Table 1604.5: (choose"standard"or refer to pictures right and below) 1= 11 Type of hill None Hill height(h) (ft) P„et30= -23.74 PSF (Zone 1 Interior Zones) Slope of hill (degrees) Pnet30= -33.42 PSF (Zone 2 End Zones) Horizontal distance from hilltop to house (x) Pnet30= -52.80 PSF (Zone 3 Corner Zones) Ht. from bottom of hill mean roof height (z) Design Wind Pressures Pnet30= 11.63 PSF (Zones 1-3) P (Ibs. per sq. ft.) = Pnet Panels in Zone 1: Pu (uplift pressure) = -23.74 PSF Per D-1: Roof Layout Drawing: Panels in Zone 2: Pu (uplift pressure) = -33.42 PSF Panels in Zone 3: Pu (uplift pressure) = -52.80 PSF Max Tributary Area Max Uplift Force on a Single Standoff Individual Rows in Portrait Pmax(Ibs.) =Amax*Pu SunEdison 270w Pumax = -545 LBS Pdmax = 190 LBS Amax (sq.ft.) =0.5*L*X Factor of Safety= FI*D*NI/Pmax L (length of panel in ft. perp. to dir. of rail) 5.44 240 = FI (pullout capacity of lag (Ibs/inch)) X (distance between standoffs in ft.) 6.00 2.25 = D (minimum lag thread depth) Y(distance between standoffs in ft.) 4.00 1 = NI (number of lags per standoff) Amax= 16.32 1.58 = Factor of Safety OK Dead Load Calculations Point Load Calculations DL(Ibs/sq. ft.) = (Mm+Mh)(L*W) PL(Ibs) =Amax*DL L(length of modules) 5.44 PL= 49 LBS OK W (width of modules) 3.25 Maximum resisting anchorage of 3-8d box toenails Mn (weight of modules) 42.54 =113# per rafter/truss tributary over 3 Mh (weight of hardware per module) = 10.30 rafters/trusses. Maximum =339#+(2)365 (A35's)= DL= 2.99 1069>-545lbs OK Moreno Report 11/2/2014 Page 6 of 6 Prepared By: RG APPENDIX GOOGLE EARTH IMAGE OW "• 9, S . ?'. ' µme', i „+` ✓ �'g ': ,. ` t mac; J } l"i a t y u zo GS / 2 2SFr G ( r - e aa ti z � Y Sleek black-frame Manufactured in highly SunEdison modules are designed specifically with automated, state-of-the-art designed to the highest residential customers facilities certified to ISO 9001 industry standards of r in mind. and ISO 14001. power output, c • CCz p-type monocrystalline cells for ° IEC certified by TOV SOD: • 10-year limited warranty for materials highest conversion efficiencies » 61215 ensuring long-term and workmanship • Positive power tolerance provides operation in a variety of climates ° 25-year linear power warranty with guaranteed power output » 61730 to ensure electrical safety coverage for power loss greater • Tempered glass with Anti- » 61701 Level 1 salt mist corrosion than 3.6% in the first year and 0.7% Reflective Coating(ARC)for resistant for coastal regions degradation per year thereafter higher energy production » 62716 ammonia testing for • Backed by SunEdison agricultural environments(pending) t z� • PID Resistant • UL 1703 listed by CSA for US and • Withstands snow loads up Canada to 6400 Pa as tested to IEC standards • MCS certified by BABT for the UK ° Black frame standard on all models • Non-corroding black anodized Automotive grade TS16949 8 AOL • White back sheet: SE-F2xxCyC aluminum frame Level II-0.4 manufacturing quality • Black back sheet:SE-F2xxKyC r ) k x , t ( a Ir vu..,.xfl - v W",d wn T, 4 L V J Sun. , - Module Dimensions 1,658 mm x 990 mm x 50 mm - - --- Module Weight 19.3 kg --- Cell-Type CCz monocrystalline - -- Number of Cells 60 Frame Material Black Anodized Aluminum L _� Tempered ARC Coated Glass Thickness 3.2 rn SECTION A-A Connector Types(indicated in model#) Arnphenol Helios H4( 38 or 28) - Nominal Operating Cell Temperature(NOCT) 46 t 2 C(CyC),48 2 C(KyC) Temperature Coefficient of Pmax -0.45%/C Temperature Coefficient of Voc -0.34%/C Temperature Coefficient of Ise +0.06%/C y{; nEiAI N Operating Temperature -40C to+85C - Maximum System Voltage 1000 V(UL)8 1000 V(I EC) r, Limiting Reverse Current 9.20 A Maximum Series Fuse Rating 15 A �< Junction Box Rating IP67 IEC 61730 Application Class A Packaging Specifications 20 modules/pallet 520 modules/40'container Wind and Snow Front Load 5,400 Pa Wind Back Load 2,400 Pa Reduction of STC efficiency from 1000 W/m'to [%]rel. <4% 200 W/m' Model#' F255CyC F260CyC F265CyC F270CyC F275CyC F2551<yC ,F260KyC F265KyC ,F270KyC F275KyC Frame/Back Sheet Color Black/ Black/ Black/ Black/ Black/ Black/ Black/ Black/ Black/ Black/ White White White White White Black Black Black Black Black Rated Maximum Power 255 260 265 270 275 255 260 265 270 275 Pmax(W) -0to+5W -0to+5W -0to+5W -0to+5W-0to+5W -0to+5W -0toa5W -0to+5W -0toi-5W -0to+5W Open-Circuit Voltage Voc(V) 37.8 38.4 38.5 38.5 38.6 37.8 38.4 38.5 38.5 38.6 Short Circuit Current Ise(A) 8.80 8.90 9.00 9.10 9.20 8,80 8.90 9.00 9.10 9.20 Module Efficiency(%) 15.5 15.8 16.1 16.4 16.8 15.5 15.8 16.1 16.4 16.8 Voltage Vmpp(V) 31.3 31.4 31.4 31.5 31.6 31.3 31.4 31.5 31.5 31.6 Current Impp(A) 8.15 8.30 8.43 8.58 8.72 8.15 8.30 8.42 8.58 8.72 ti _,. E._.. . ,.- _ ., _ i ii" J., Model#3 F255CyC F260CyC;F265CyC F270CyC F275CyC F2551(yC F260KyC F265KyC F270KyC F275KyC Rated Maximum Power 186.3 190.0 193.6 ! 197.3 200.9 li 182.4 186.0 189.6 193.2 196.7 Pmax(W) Open-Circuit Voltage Voc IV) 34.8 35.1 35.3 35.5 35.6 34.5 34.8 35.1 35.3 35.5 Short Circuit Current Ise(A) 7.30 7.36 7.39 7.42 7.45 7.15 7.20 7.25 7.28 7.30 Voltage Vmpp(V) 27.4 27.7 28.1 28.4 28.8 27.4 27.9 28.0 28.2 28.6 Current Impp(A) 6.80 6.85 6.90 6.94 6.97 6.67 6.70 6.76 6.84 6.90 Ve t 10 9 ,.....,..,.... .,,,. ,.-. .-.._„--,.., �..,.,_.,75C 8 � .,...... 1000W/m" 8 45C t 7 .. ...... 800 w/m.i -.:.25 C (3 --a 600W/m, \ 15C_ � 5 m t 4 200W/m1 si 4 � 3 t 1 �t tt 0 10 15 20 25 30 3'.i 40 0 70 15 20 2!i 30 35 40 Wlll ge(v) voyage(v) j `-, U zap. ij �S8 THE WORLD'S ONLY SECURE POWER SUPPLY Certified Innovative Powerful Flexible • UL 1741 and 1699B compliant • Secure Power Supply provides •97.2%maximum efficiency •Two MPP trackers provide • Integrated AFCI meets the require- daytime power during grid outages •Wide input voltage range numerous design options ments of NEC 2011 690.11 • Shade management with OptiTroc • Extended operating Global Peak MPP tracking temperature range SUNNY BOY L- / 380OTL-US / L- / L- / 600OTL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3600TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracim Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. ENGINEERED IN GERMANY ASSEMBLFD IN 111E USA-`' THE NEW SUNNY BOY TL-US t RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. A "No E W A T I I I Transformerless design produced in all types of climates and for Leading monitoring longer periods of time than with most and control solutions The Sunny Boy 3000TL-US / 380OTL-US traditional string inverters. / 4000TL-US / 5000TL-US / 6000TL-US The new TL-US residential line features more are transformerless inverters, which means Secure Power Supply than high performance and a large graphic owners and installers benefit from high display. The monitoring and control options efficiency and lower weight. A wide input One of many unique features of the TL-US provide users with an outstanding degree of voltage range also means the inverters will residential series is its innovative Secure flexibility. Multiple communication options produce high amounts of power under a Power Supply. With most grid-tied inverters, allow for a highly controllable inverter number of conditions. when the grid goes down, so does the solar- and one that can be monitored on Sunny powered home. SMA's solution provides Portal from anywhere on the planet via an Additionally, transformerless inverters have daytime energy to a dedicated power outlet Internet connection.Whether communicating been shown to be among the safest string during prolonged grid outages, providing through RS485,or SMA's new plug-and-play inverters on the market. An industry first, the homeowners with access to power as long WebConnect, installers can find an optimal TL-US series has been tested to UL 1741 and as the sun shines. solution to their monitoring needs. UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Simple installation Increased energy production As a transformerless inverter, the TL-US residential series is lighter in weight than OptiTracTm Global Peak, SMA's shade- its transformer-based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation,which mounting plate features anti-theft security mitigates the effects of shade and results in and makes hanging the inverter quick and higher total power output.And,with two MPP easy. A simplified DC wiring concept allows trackers, the TL-US series can ably handle the DC disconnect to be used as a wire complex roofs with multiple orientations or raceway,saving labor and materials. string lengths. The 380OTL-US model allows installers to An extended operating temperature range maximize system size and energy production of -40 °F to +140 °F ensures power is for customers with 100 A service panels. N Sunny Boy 3000TL-US Sunny Boy 380OTL-US Technical data 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.usable DC power(@ cos(p=1) 3200 W 4200 W "Y Max.DC voltage 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V More efficient MPPT operating voltage range 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V/150 V 125 V/150 V Max.input current/per MPP tracker 18 A/15 A 24 A/15 A N a) Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power 3000 W 3330 W 3840 W Max.AC apparent power 3000 VA 3330 VA 3840 VA PP Nominal AC voltage/adjustable 208 V/® 240 V/® 208 V/® 240 V/ AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V Shade management AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz Max.output current 15 A 16 A Power factor(cos p) 1 1 Output phases/line connections 1/2 1/2 Harmonics <4% <4% ` Efficiency Max.efficiency 96.8% 97.1% 96.8% 97.2 CEC efficiency 96% 96.5% 96% 96.5 Protection devices DC disconnection device Easier DC reverse-polarity protection Ground fault monitoring/Grid monitoring ®/ AC short circuit protection All-pole sensitive residual current monitoring unit Arc fault circuit interrupter(AFCI)compliant to UL 1699B Protection class/overvoltage category 1/IV ( General data Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) Broad temperature range Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight 27 kg (60 lb)/3.5 kg (8 lb) -40'C...+60°C -40°F...+140°F Operating temperature range ( ) , Noise emission(typical) -<25 dB(A) <25 dB(A) _ Internal consumption at night <1 W <1 W Topology Tra nsformerless Tra nsformerless - Cooling concept Convection Convection Secure Power Supply Electronics protection rating NEMA 3R NEMA 3R Features Secure Power Supply Display:graphic t 1 Interfaces:RS485/Speedwire/Webconnect O/O 0/0 Warranty:10/15/20 years 0/0/0 ®/O/O Certificates and permits(more available on request) utv41JA199B,ut1699B,FH1547,rCCPo,t15(asAs,B),CAN/CSAC22.21o7.11 NOTE:US inverters ship with gray lids Flexible communications Type designation SB 3000TL-US-22 SB 3800TL-US-22 Technical data continued on back ----------- ------- Efficiency curve SUNNY BOY 5000TL-US - Accessories 98 Speedw're/Webconnc(:t R5485 interface inte6oce -. DMAMCMS-10 )6 ' SWDM-US 10 to ............................. _i ter„++ 94 0 92 _ 97 90 F ° � ', FANKANKR02-10 .� ' � w s 88 ® F.to(Vy, 400 V) 3t 17 nac 86 V_IV) 0.0 0.2 0.4 0.6 0.8 1.0 s ®Standard feature -Output power/Rated power - conditions d O Optional feature -Not available ----- --- - --... --- -...... --------'-- Data of nominal con itions Sunny Boy 4000TL-US Sunny Boy 5000TL-US Sunny Boy 6000TL-US Technical data 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.usable DC power(@ cos p=1) 4200 W 5300 W 6300 W Max.DC voltage 600 V 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V 210-480 V MPPT operating voltage range 125 V-500 V 125 V-500 V 125 V-500 V Min.DC voltage/start voltage 125 V/150 V 125 V/150 V 125 V/150 V Max.input current/per MPP tracker 24 A/15 A 30 A/15 A 30 A/15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power 4000 W 4550 W 5000 W 5200 W 6000 W Max.AC apparent power 4000 VA 4550 VA 5000 VA 5200 VA 6000 VA Nominal AC voltage/adjustable 208 V/0 240 V/0 208 V/0 240 V/0 208 V/0 240 V/ AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz - Max.output current 20 A 22 A 25 A °a Power factor(cos p) 1 1 1 Output phases/line connections 1/2 1/2 1/2 s Harmonics <4% <4% <4% Efficiency Max.efficiency 96.8% 97.2% 96.8% 97.1% 96.8%* 97.1%.* CEC efficiency 96% 96.5% 96% 96.5% 96%* 96.5%* Protection devices DC disconnection device 0 «o DC reverse-polarity protection 0 Ground fault monitoring/Grid monitoring 0/0 AC short circuit protection 0 All-pole sensitive residual current monitoring unit 0 Arc fault circuit interrupter(AFCI)compliant to UL 1699B 0 Protection class/overvoltage category I/IV General data Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) ° Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0) Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight 27 kg 160 lb)/3.5 kg (8 lb) Operating temperature range -401C...+60°C (-401F...+140IF) E c Noise emission(typical) <25 dB(A) <29 dB(A) <29 dB(A) _ Internal consumption of night <1 W <1 W <1 W Topology Tronsformerless Tronsformerless Tronsformerless Cooling concept Convection Convection Active Cooling Electronics protection rating NEMA 3R NEMA 3R NEMA 31Z Features Secure Power Supply 0 0 0 a a o Display:graphic 0 0 0 N Interfaces:RS485/Speedwire/Webconnect 0/0 0/0 0/0 Warranty:10/15/20 years 0/0/0 0/0/0 0/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1 =_ *Preliminary data as of February 2014.NOTE:US inverters ship with gray lids Type designation SB 4000TL-US-22 SB 5000TL-US-22 SB 6000TL-US-22 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC " BURNDY" WEI.EB-BONDIN(_:'13� JUMPER 'The t/ EEB Bonding Jurinper is used to create an electrical connection between two pieces of ar€C £i(;>.et aluminum, galvanized steel, or any electrically conductive metal which has beet-, mechanically spliced. -.€`eng spat-is of mounting rail,,:.:, are sometimes imes constructed iron"€ two shorter rail sections. Manuf a(,tiltt�rs may roc:€-nirneri S Chat a floating splice be used to allow for theri"€"iai lexpansion.Afloating splice is rigidly attached'i` to only one rail, arid allows the r ca€, i o expand rid ;-_md contrac t in lint with each other. In yElch t,ases, 'vi£a-; NEC code, it 's also necessary to l-na e art electrical splice, which can be done with at W€_uE r` } r �,.. -s �€- 'xrI € - constructed t C`ir "i � L r' ided p e � with atVEE Bonding -u€'4'per, he [3o _dii.� Jclri �,.,.'{F J'. ..� � cz€.c cl, braided c. f,�r��, r wire, t`"tached at each end of the arFamper. I VieWE Bs ski"c:vidl is reliable, gas tighit ld €,.Iric,ad cc?Ilri(;C'1ion, acid ,r allows S , 1�° z F^ ? s 'av g, c G, Iwo r e install the- brc>`.Ided copper wire a�sAc'a'L-vs icl, it --r r?�[4al C�X�s�n sio , i h e pare ple d:1 �J;f I€d r si�Ala. _l4_a In-a�t '`lC7 tii Cci§a the WrrEEB Bonding ,.s`t_driiper. Catalog Ifem"# I Length Hole Ha-dmw.e Torque ;, , N i r� i 002 a E � �IA inch i e— �I_L.,w �r��)d(vl ��.7 , 3 f )� t 9� o�€� ari i E r � � €�rou1�€ I hole-to-hole or) rile r d i t ud d un 3 nnhlc<r 1 \A/EEB-BN1DJMP6,7AkS 300120117 r c).woveralil 114 inch h r(Rmu. c £s hole-to-holeon acnic a � included � €rur;icd i rC; Ir net 1 Vll!_I� -( �L� lfl'o.C) ; 30C2Er121 ( R r o 5/1( inch hardware s r (l over< a � u 3 [tt(� to Ic{�t oPt'" €71 i � r ETn; included € Geri t i .,�C._, i fi t' l 3r i�J�11 �M § 3ia02012 � 10.01'o ar U d M8 oi 5/16 inch hard a,,rc € i 9 ra tat ho on center r of r icl rrr d 4 J€iirac Solar-Motan. 4 m �— ,- v j I _ tt r a „ r r � ,r ri rtarl)NRcack i Aviation Park Dt ive L.ondondenry, NH 03,053 1-000-346-4 l i 1 603-047 �c3c {€rstr € �ts_5ri<'ii._.._.1 3()981 t 2012 BURNI„)` LI-L f W"'I.1N,.WeAc-Cori �AUBMI 3 L e, BURNOYO WEEB-LUG The WEEB Lug consists of a WEEB (Washer, Electrical Equipment Bond), lay-in lug, and hardware. It is used with one solid or stranded copper wire (14AWG to 6AWG), or two copper wires (12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay-in lugs, the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installed using stainless steel mounting hardware. When the hardware is tightened the WEEB's specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. Copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed in a variety of positions. Catalog item# L,x W x H Hole Hardware Torque WEEB-LUG-6.7 30020109 1.60"x 0.71"x 0.47" 1/4 inch hardware- included unassembled WEEB-LUG-6.7AS 30020110 1.60"x 0.71"x 0.47" 0.266" 1/4 inch hardware- 7 ft. lbs.for included assembled terminal screw WEEB-LUG-8.0 30020111 1.60"x 0.87"x 0.47" M8 or 5/16 inch hardware- 10 ft. lbs.for not included mounting WEEB-LUG-8.21VIS 30020115 1.60"x 0.71"x 0.47" M8 or 5/16 inch hardware- hardware 0.323" not included w/Penetrox-A WEEB-LUG-15.8 30020112 1.60"x 0.71"x 0.47" M8 or 5/16 inch hardware 7 on threads not included ® Material: 304 stainless steel, tin-plated copper, outdoor rated Low profile design n - Multiple equipment ground conductor allowance: - - One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG Listed to ANSI/UL 467 by Intertek ETL F, V'Nf � P�= Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 u 1-800-346-4175 i"te"er< 1-603-647-5299(International) 3098177 02012 BURNDY LLC www.we-llc.com ti,HUGGPLIL.) zx '!@p g a u b-Ar-PUED MAMMALS ° ONC. O� a" ¢ � sr TeL 510 420-8190 ci 980 41 Street ( ) Oakland, CA 94608 FAX: (510) 420-8186 email: info@appmateng.com December 9, 2013 Mr. Rick Gentry Project Number 113778C QUICKSCREWS INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 Subject: Adjustable Tile Roof Hook (Part#STRHADJ9038)Laboratory Load Testing Dear Mr. Gentry: As requested, Applied Materials & Engineering, Inc. (AME)has completed load-testing the adjustable tile roof hooks (see Appendix A, Figure 1). The purpose of our testing was to evaluate the tensile (uplift) and compression load capacity of the adjustable tile roof hook attached to a 2"x4" Douglas Fir Rafter using 2 - 914 x3" Hex washer T17 302 stainless steel Quickscrews installed at the farthest point. SAMPLE DESCRIPTION Mockup samples were delivered to our laboratory on November 13, 2013. Mockup configuration consisted of five 12" long rafters at 2.5"o.c., screwed to 3/4" Structural I plywood. The tile roof hook is attached through the plywood into a rafter with two fasteners. TEST PROCEDURES & RESULTS 1. Compressive Load Test A total of three tests were conducted for compressive load capacity on December 6, 2013 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.09 in. /min. without shock until the hook was completely bent; displacement at maximum load was recorded. Detailed results are provided in Table L Test setup and typical hook bending at maximum load are provided in Appendix A. Based on the above testing, the average maximum compression load of the adjustable the roof hook attached to a 2"x4" Douglas Fir rafter using#14 Quickscrew was determined to be 328 1bf. 2. Tensile(Uplift) Load Test A total of three tests were conducted for tensile load capacity on December 6, 2013 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in. /min. without shock until the hook was bent and the bolt began to pull-out; displacement at maximum load was recorded. Detailed results are provided in Table II. Page I of 8 Mr. Rick Gentry Project Number 113778C QUICKSCREWS INTERNATIONAL Adjustable Tile Roof Hook December 9, 2013 "hest setup and typical hook bending at maximum load are provided in Appendix A. Based on the above testing, the average maximurri tensile load of the adjustable the book attached to a 2"A" Douglas Fir rafter using 1114 Quicicscrew was determined to be 1040 lbf. 3. Specific (A- vity of Wood The average specific gravity and moisture content of the test rafter as per ASTM D2395, Method A (oven-dry) was determined to be 0.424 and 1.1.0 %, respectively. If you have any questions regarding the above, please do not hesitate to call the undersigned. Respectfully Submitted, APPLIED MATERIALS & >t NGIN>Ch.I INCE, INC. Reviewed By: ItiTohanu7 i7 arvaz Armen'1`�jjriar'l, Ph.D.,PJ1,,. "'Laboratory Manager Principal' \� GVE St �Al OFG sri c C� Page 2 of 8 TABLE I COMPRESSIVE LOAD TEST RESULTS ADJUSTABLE TILE ROOF HOOK(PART# STRHADJ9038) PROJECT NUMBER 113778C MAXIMUM DISPLACEMENT AT FAILURE SAMPLE ID COMPRESSIVE MAXIMUM LOAD MODE LOAD (Ibf) (in.) C-1 327 2.1 Bent Hook C-2 328 2.3 Bent Hook C-3 329 2.1 Bent Hook AVERAGE 328 2.2 Page 3 of 8 TABLE II TENSILE (UPLIFT) LOAD TEST RESULTS ADJUSTABLE TILE ROOF HOOD(PART 9 STRHADJ90381 PROJECT NUMBER 113778C MAXIMUM DISPLACEMENT AT FAILURE SAMPLE ID TENSILE MAXIMUM LOAD MODE LOAD (lbf) (ill.) T-2 1050 5.5 Lag Bolt Pull-Out T-3 1132 5.9 Lag Bolt Pull-Out T-4 937 5.2 Lag Bolt Pull-Out AVERAGE 1040 5.5 .. Page 4of8 APPENDIX A Page 5 Of 8 FIGURE 1 ADJUSTABLE TILE ROOF HOOK(PART 4 STRHADJ9038) PROJECT NUMBER 1.1.3778C r , r r Spanish & Flat Tile Roof Hook : 3 Adjustable 90' 33r1 m Tile Height f Part # STRHADJ9038 '12 per case Type 304 Stainless Steel F � s 1 ( P I _ i I I� _... C I. ,:, r�.. w Page 6 of 8 FIGURE 2 ADJUSTABLE TILE ROOF HOOK(PART 9 STRHAP190381 TESTSETUP PROJECT NUMBER 11.3778C Fri, 41 - 21 1 Tile Hook It est Bolts Figure 2a. Test Setup Figure 2b. Test Close-up Page 7 of 8 FIGURE 3 ADJUSTABLE TILE ROOF HOOK(PART # STRIIADJ9038) TYPICAL FAILURE MODE PROJECT NUMBER 113778C Figure 3a. Compression Test Bola Pulkout f Figure 3b. Uplift Test Page 8 of 8 - t SolarMount Technical Datasheet Rub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................I MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 Washer 0Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden-see alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip note*) Ultimate tensile: 38ksi, Yield: 35 ksi ® Finish: Clear Anodized ® Bottom Up Clip weight: -0.031 lbs(14g) Beam %„ " Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized At UNIRAC documents _' Assemble with one'/"-20 ASTM F593 bolt, one '/"-20 ASTM F594 { serrated flange nut, and one'/"flat washer `' _ 4- • Use anti-seize and tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs(N) FS lbs (N) cp Tension,Y+ 1566(6967) 686 (3052) 2.28 1038(4615) 0.662 3 Y Transverse, X± 1128(5019) 329 (1463) 3.43 497 (2213) 0.441 k - k X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted RAC t € i:ki 0 2 tit:; • Mid clamp material: One of the following extruded aluminum SerratedBolt alloys:6005-T5, 6105-T5,6061-T6 Mid Fla Age Nat • Ultimate tensile: 38ksi, Yield: 35 ksi Clamp • Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs(23g) gng ' - • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents 4` Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20 ASTM F594 serrated flange nut � • Use anti-seize and tighten to 10 ft-Ibs of torque Beam • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and thirdZz - party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs (N) Ibs(N) FS Ibs (N) 4) Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Y Sliding,X± 1194(5312) 490 (2179) 1 2.44 1 741 (3295) 0.620 W_X Dimensions specified in inches unless noted iw 0 ,.00 t e l533 t.3 f? t • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5,6061-T6 "Bolt 0 Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized End clamp weight:varies based on height: —0.058 Ibs(26g) End Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/"-20 T-bolt and one'/4'-20 ASTM F594 serrated flange nut Bear7� Use anti-seize and tighten to 10 ft-lbs of torque ._ Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - Y party test results from an ]AS accredited laboratory A Modules must be installed at least 1.5 in from either end of a beam W_ x Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, - Ibs(N) Ibs (N) FS Ibs (N) (1) Tension,Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 1 63(279) 1 14(61) 1 4.58 21 (92) 0.330 Sliding,X± 142 (630) 1 52(231) 2.72 79 (349) 0.555 Dimensions specified in inches unless noted r ® ® ® ._ AL o. t , • L-Foot material:One of the following extruded aluminum alloys:6005- '�' T5, 6105-T5,6061-T6 �= • Ultimate tensile: 38ksi,Yield: 35 ksi -. . . s Finish: Clear or Dark Anodized L-Foot weight: varies based on height:—0.215 Ibs(98g) ��� • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized Bea ---- Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: yam, ,��''- •Assemble with one ASTM F593 W-16 hex head screw and one -me ted ASTM F594 Wserrated flange nut Flange Nut • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L-Foot to beam connection only; be 0-X sure to check load limits for standoff, lag screw,or other attachment method Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, Ibs (N) Ibs (N) FS Ibs (N) Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 1 323 (1436) 0.664 RAC J F t?sa�. ° r w. _ 1 i , �0D, Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in,' 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 1/" HEX HEAD SCREW i/"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 3.000 1.316 -T SLOT FORE HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 Y Y �1.875 PX PX SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted ENMENINEENNEEMENNIFEEMM SI U' A January 15, 2014 0` Ro�EsH�oNq G GI m m No.S3878 Ar Ex� 3 ems, STRUCTUV'P\ qTF OF CX F , Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Compliant Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Compliant Installation Manual 227.3' published October 2010 and specifically"Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". This letter certifies that the structural calculations contained within LINRac's "SolarMount Code- Compliant Installation Manual 227.3published October 2010 are in compliance with the following Codes 1. 2012 International Building Code, by International Code Council, Inc. 2. 2013 California Building Code by California Building Standards Commission 3. 2010Aluminum Design Manual, by The Aluminum Association If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President F ,.` ails :,LE.I,, Ci ;, J i , �! jt„„ "f t`z.tru );i:..� r 7ji.7iJ .J, •. t�ea ,� o SWITCH NOT FUSIBLE G® 240V 60A 2P NEMA3R schem r �z List Price $353.00 USD Availability Stock Item:This item is normally stocked in our distribution facility. F Technical Characteristics Number of Poles 2-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #10 to#2 AWG(AI)-#14 to#2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and Sleet/Ice proof(Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Shipping and Ordering Category 00106-Safety Switch,General Duty,30-200 Amp,NEMA3R Discount Schedule DE1A GTIN 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item:This item is normally stocked in our distribution facility. Returnability Y Country of Origin MX As standards,specifications,and designs change from time to time,please ask for confirmation of the information given in this document. ©2012 Schneider Electric.All rights reserved. 1' ACEAcme Conduit Entry Box The ACE makes quick and simple transitions from USE-2 or PV array wire to conduit protected THWN-2 wire. The box features a compact two-piece UV resistant, NEMA3R rated, enclosure that allows ample wiring space and is compatible with any conduit type. The unique wire entry seals the enclosure even if entry slots are unused. Convenient side and bottom conduit drill out allow for easy conduit routing. The cover comes with captive screws for hassle-free assembly. Captive screws for Durable uv easy installation — resistant enclosure Your choice of wiring methods: Weatherproof butt splices DIN rail-mounted "suv 1 connector Qx38m n fuse holders THWN-2 wires ' .Accepts x 115E-2 or PV wire conduit .� from bottom or side � � V4 Equipment ground �ytit e� conductor (Bare solid copper or special seal for water- insulated wire only) ttedltt enclosure l x �� Rail Mounted Pole Mounted Specifications Input Wire Diameter Range 5.0-6.8[0.20-0.27in] 10-12 AWG USE-2/PV V Maximum number of Input Conductor Slots 9 Maximum number of PV strings 4 Maximum number of Combined Strings 4 Equipment Ground Conductor Type Bare solid or jacketed only Equipment Ground Conductor Diameter Range 4.0-6.8mm [0.16-0.27 in] Acceptable Conduit Sizes 19.05mm, 25.4mm [0.75in, 1.0in] Internal Volume 1840cm [112 in] Internal Height 72.Omm[2.83 in] Drill Out Side, Bottom Configurations Terminal Fuse ACE Part ACE Terminal Block Combiner Grounding Number Configuration Block InBusal Fuse Holder Bus Terminal DIN Rail ACE-PT Pass-Through using Butt N/A N/A N/A N/A N/A N/A Splices/Wire Nuts ACE-1 P 1-String Pass-through 2 N/A N/A N/A 1 1 ACE-2P 2-String Pass-through 4 N/A N/A N/A 1 1 ACE-3P 3-String Pass-through 6 N/A N/A N/A 1 1 ACE-4P 4-String Pass-through 8 N/A N/A N/A 1 1 ACE-2C 2-Strings Combiner 4 2X 2-Pole Not required for 2- N/A 1 1 string combiner ACE-3C 3-Strings Combiner 3 1X 3-Pole 3 1X 3-Pole 1 1 ACE-4C 4-Strings Combiner 4 1X 4-Pole 4 1X 4-Pole 1 1 Mounting Bracket is included with the purchase of the ACE. It is made of lightweight, corrosion resistant, anodized aluminum. The mounting bracket assembly includes: 1XACE Mounting Bracket 4X Mounting Screws 2x Bonding Washers 00 MORENO, E wm PHOTOVOLTAIC INSTALLATION 5.94 kWpDC t�'" Q oU) INSIg Wc' 1.PHOTOVOLTAIC SOLAR MODULES UL 1703;INVERTERS:UL 1741,PHOTOVOLTAIV MODULES ARE TO BE CONSIDERED NON-COMBUTABLE. � 2.ALL EXTERIOR CONSUIT IS TO BE PAINTED TO MATCH THE BUILDING IN WHICH THE CONDUIT IS ATTACHED. Q a 3.ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA BUILDING CODE,CALIFORNIA PLUMBING CODE,CALIFORNIA ELECTRICAL CODE,CALIFORNIA MECHANICAL CODE, M m m n CALIFORNIA FIRE CODE AND CALIFORNIA ENERGY CODE. 4.ALL MODULE AND RACKING GROUNDING LUGS SHALL BE UL 567 APPROVED(ILSCO GBL-4DBT) PERMIT . I( W 5.NO SHEET METAL OR TECH SCREWS SHALL BE USED TO GROUND DISCONNECT ENCLOSURES WITH TIN-PLATED ALUMINUM LUGS;PROPER GROUNDINGIGROUND BAR KITS WILL BE USED. W § 459Cb Nm1re114 - : 6.FERROUS METAL RACEWAYS ENCLOSING GEC CONDUCTORS SHALL BE ELECTRICALLY CONTINUOUS OR BONDED IN ACCORDANCE WITH ART 250.64(E). 7.LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION. 8.APPLICATION FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE(95.7 CEC). 9.THE PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITH 180 DAYS,A SUCCESSFUL INSPECTION IS NOT OBTAINED WITHIN 180 DAYS,OR THE WORK IS SUS D. Iam 10.SMOKE ALARMS TO BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH ROOM FOR SLEEPING PURPOSES,IN EACH STORY,INCLUDING BASEMENT CARBON MONOXIDE DETECTORS TO BE INSTALLED AS COMBINATION UNITS WITH SMOKE DETECTORS IN ALL REQUIRED LOCATIONS PER R315 CRC. 11.THE BACKFED PV BREAKER(S)AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER AND A PERMANENT WARNING LABEL WITH THE FOLLOWING MARKING WILL BE PROVIDED ADJACENT TO THE PV BREAKER(S):"WARNING-PHOTO VOLTAIC CONNECTION.DO NOT RELOCATE THIS OVERCURRENT DEVICE."(NEG 690.64 8 7) ?,OF ES I VICINITY MAP: GENERAL NOTES s 1.ALL EXPOSED ROOF WIRING SHALL BE USE-2 TYPE RATED FOR(90°C)WET CONDITIONS.OTHER OUTDOOR WIRING SHALL BE COPPER THWN-2 TYPE RATED FOR(900C)APPLICATIONS IN EMT CONDUIT. w 33038 v 2.ALL DC WIRING WILL BE(DC UNDERGROUND CONDUCTOR=BLACK;DC UNDERGROUND CONDUCTOR=WHITE)WHERE METALIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING,IT SHALL BE IDENTIFIED AS"CAUTION:HIGH VOLTAGE DC CIRCUIT'EVERY 5 FEET. 3.#10 AWG SOLID BARE COPPER GROUND WILL BE USED AS AN EQUIPMENT GROUND TO CONNECT THE PV RACKING STRUCTURE WHEN NOT EXPOSED TO DAMAGE.IF DAMAGE,#6 AWG WILL �TgTE CI V I BE USED. OF CAS Z � 4.ALL DISCONNECT SWITCHES SHALL BE WIRED SUCH THAT THE LINE SIDE WILL HAVE LIVE CONDUCTORS WHEN THE SWITCH IS ON THE OPEN POSITION.r � ��' t'`3� ° � 2 5,MARKING OF THE"PV SYSTEM DISCONNECT'SHALL BE IN ACCORDANCE WITH 690.17.MARKING OF THE"DC PV POWER SOURCE"SHALL BE IN ACCORDIQf -WITH NEG 53.MAR OF" E- tN "INTERACTIVE SYSTEM POINT OF CONNECTION"SHALL BE IN ACCORDANCE WITH NEC 690.54. " W Z < 6.ALL EXTERIOR CONDUIT,FITTINGS AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USE IN A WET LOCATION. t. 7.PV EQUIPTMENT,SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS NEC 690.4 .. ,`• O W O N n 8.PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED.THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLO Rk!NGnw TAG" II�G?ROT Z m Z 0p10� " APPROVED MEANS NEC 690.4E W Q — Lo ZJC14 z t t T h 9.DC CONDUCTORS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE OR HIP OR VALLEY CRC R331.3 1 {.L Q W 10,A PHOTOVOLTAIC METER SOCKET WILL BE PROVIDED WITHIN 10"TO 72"FROM THE EXISTING SERVICE METER AND IT WILL BE INSTALLED BETWEEN 48"TO 75"ABOVE OR O RAD L TH 0 �e METER WILL BE PROVIDED AND INSTALLED BY RIVERSIDE PUBLIC UTILITIES WHEN THEY ARE THE SERVICE PROVIDERS. FRONT: ELECTRICAL NOTES EDGAR MORENO PRECIS SOLAR THE PROJECT CONSISTS OF: SHEET# SHEET NAME rive: TITLE SHEET STE. 45006 ANABELL LN. LAKE 36625 KEVIN RD.147/48 1. (22)SUN EDISON F270W SOLAR Project#: Ot)11 ELSINORE, CA 92532 47/48WILDO AR, CA 92595 MODULES T-01 TITLE SHEET 310-200-3226 951-696-9400 2. (1)SMA SUNNY BOY 600oTL-US PV-1 SITE PLAN Date/Time: 10/30/2014 1:04:08 PM APN# 347462015-6 INVERTER PV-2 MOUNTING DETAILS/WIRING CHART DESIGN BY: BRIAN HOPWOOD PV-3 ELECTRICAL SINGLE LINE JURISDICTION: LAKE ELSINORE Lie. No. 952305 THE SYSTEM WILL BE INTERCONNECTED AND IN PARALLEL Sheet: WITH THE UTILITY GRID. T-01 CUSTOMER: CONTRACTOR: PROJECT SCOPE: PLAN DIRECTORY KEY NOTES CO 1.EXISTING SERVICE PANEL r ill� 2.PROPOSED LOCATION OF AC DISCONNECT N rn 0 \ 3.PROPOSED LOCATION OF(1)SMA SUNNY BOY TL-US INVERTER Q 0 Lo U p O \ 4.PROPOSED LOCATION OF EMT/FMC W Q 0- / 5.PROPOSED LOCATION OF COMBINER BOX(UNDER PANEL) Y _ in0t Z 0 6.PROPOSED LOCATION OF ROOF MOUNTED SOLAR MODULES M S- m J IMPORTANT NOTES: f A 1.KEY MANUFACTURERS: INVERTER:SMA SOLAR TECHNOLOGIES i P.L 4031 ALVIS CT.ROCKLIN,CA 96677 MODULES:CENTRO SOLAR -------------- ` 2 85 Junction Ave,San Jose,CA 95134 ti s jy r J RACKING:UNIRAC INC.(OR EQUAL) 1411 BROADWAY BLVD.ALBUQUERQUE,NM 87102 / 2.ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED WHERE / WARRANTED. ff FESS 3.THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH �p ARTICLE 690 OF THE 2013 CEC AND 2013 CBC. �< / 4.WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED Z 111 INSIDE THE BUILDING,1T SHALL BE IDENTIFIED AS"CAUTION:SOLAR o, 33038 D � CIRCUIT"EVERY 5 FEET. J EX SFD / 5.A DC DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY )j 1 ACCESSIBLE LOCATION EITHER OUTSIDE OF A BUILDING OR 9T CI V I STRUCTURE OR INSIDE NEAREST TO THE POINT OF ENTRANCE OF THE F OF �N_1F SYSTEM CONDUCTORS AS PER SECTION 690-14 OF THE CEC. l */4, / 6.HEIGHT OF THE INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6'-7"PER NEC 240.24 / <R 7.A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690-47 W Z U Vv� 6 AND 250-50 THROUGH 60 AND 260-166 SHALL BE PROVIDED,PER CEC, J GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDINGS MAY BE J LLI USED AND BONDED TO AT THE SERVICE ENTRANCE.IF EXISTING SYSTEM M,N o IS INACCESSIBLE OR INADEQUATE,A SUPPLEMENTAL GROUNDING/ m 0 fV ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING L / - 5 OF A UL LISTED 8FT.GROUND ROD WITH ACORN CLAMP.GROUNDING W Q Z Lo ELECTRODE CONDUCTORS SHALL BE NO LESS THAN#8 AWG AND NO Z U) N GREATER THAN#6 AWG COPPER AND BONDED TO THE EXISTING Q -J O) N3, / GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. O CD 4-FMC RUN 9.PER SECTION R314 AND R315 OF THE CRC 2013,IT IS REQUIRED THAT a Y THROUGH ATTIC SMOKE ALARMS AND CARBON MONOXIDE DETECTORS ARE RETROFITTED tt g / INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR / ADDITIONS EXCEEDING$1000.00 / 10. WORKING CLEARANCE AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE IN Title: SITE PLAN 3 ACCORDANCE WITH NEC 1010.26. EX DRIVEWAY 11. ADEQUATE SPACING SHALL BE MAINTAINED BETWEEN ANY Project a: 0011 / PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE / UNDERSIDE OF THE PHOTOVOLTAIC PANELS. 2 Date/Time: 10/30/2014 1:04: 9 PM / 12. WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING(OR ANABELL LN. � ATTIC),THEY SHALL BE CONTAINED IN A METAL RACEWAY.(NEC 690.31 E) DESIGN BY: / 13.NO PLUMBING,MECHANICAL OR BUILDING VENTS SHALL BE COVERED UNDER THE ARRAY. / 1 N Sheet: PV-1 co v (22) MODULES: SUN EDISON F270W (1)INVERTER: SMA SUNNY BOY 6000TL-US(240V) uj ug U)N 0 t_j Q O �L) O Existing 225A(PANEL)x (2)CONDUCTORS ARE#8 AWG (2)CONDUCTORS ARE#8 AWG TWHN-2 CONDUCTORS ARE#10 AWG >W L N 120%=27OA TWHN-2 IN 3/4"EMT/FMC OR LARGER AND PV(XLPE)IN FREE AIR UNDER ARRAY W Q, O 0) 2O0A(MAIN BREAKER)+ IN 3/4"EMT/FMC OR LARGER AND GROUND IS#8 AWG AND GROUNDS ARE#6 AWG �� Z o 35A(SOLAR)=235A GROUND IS#8 AWG BARE COPPER N pCID c>? Q Z J u') .V M�0) mJ (4)CONDUCTORS ARE#10 AWG TWHN-2 IN 3/4"EMT/FMC OR LARGER AND INVERTER#1 INPUT A: 2 STRING OF 7 SUN EDISON F27OW SOLAR MODULES r(F81 GROUND IS#8AWG (14)SUN EDISON F27OW Wallis" SOLAR MODULES TOTALING 378OW Vill INTEGRATED s w*A DISCONNECT SWITCH INVERTER#1 INPUT B:(1)STRING OF(8)SUN EDISON WOW SOLAR MODULES . EXISTING ON - GROUND w EDISON ODUL F27OW SOLAR ROD SOLAR MODULES OFF TOTALING 216OW z PROPOSED 35A CIRCUIT o JUNCTION BOX BREAKER TO BE P?,0FESSt INSTALLED AT p J, q< OPPOSITE G 6OA AC DISCONNECT(S)SQUARE D. P O F END OF BUS BAR FROM ti� Z d Z SWITCH NOT FUSIBLE.UL LISTED MAIN BREAKER ti Z OR EQUAL"KNIFE BLADE TYPE" w No, 33038 D m NOTE:A SECOND AC DISCONNECT SMA SOLAR TECHNOLOGIES a a WILL BE ADDED IF INVERTER IS NOT SMA SB60OOTL-US 24OV MOUNTED WITHIN SIGHT OR MAX POWER:6OOOW J P ACCESS OF FIRST AC DISCONNECT. CEC EFFICIENCY 98.7% TqT CI V I OUTPUT:24OVAC @6OHz F L7F CAi ZF� Imax=26A INVERTER OUTPUT X NEC MULTIPLIER=25A X 1.25=31.25A Inec=31.25A(I max X 126%) W z0 PHOTOVOLTAIC SIGNAGE REQIREMENTS IMPORTANT NOTES ® w J W THE PV METER TO BE SUPPLIED SIGN MARKING AND FORMAT: 1. MAKE SURE TO MEASURE THE LINE-TO-LINE AND THE LINE-TO-NEUTRAL z Co Z AND INSTALLED BY LOCAL UTILITY PHOTOVOLTAICDISCONNECT Ill WHITE LETTERING ON RED BACKGROUND. VOLTAGE OF ALL SERVICE ENTANCE CONDUCTORS PRIOR TO INSTALLING ANYuJ Z U) CV (IF REQUIRED) OR UTILITY OPERATfONS (2)MINIMUN LETTER HEIGHT OF 318"CAPITAL LETTERS MAIN SERVICE (3)ARIAL OR SIMILAR FONT,NON-BOLD. SOLAR EQUIPMENT. ® w (4)PLAQUE SHALL BE METAL OR PLASTIC,UV RESISTANT WITH ENGRAVED ON OR MACHINE PRINTED LETTERS IN A CONTRASTING COLOR TO THE PLAQUE w AND BE REFLECTIVE. AC RATED MAXPOWER-POINT VOLTAGE:25132VOL (5)PLAQUE SHALL BE ATTACHED TO THE EXTERIOR OF THE ENCLOSURE 2.WIRE NUTS ARE NOT ALLOWED ANYWHERE IN THE PV SYSTEM PER L DISCONNECT RATED MAXPOWER-POINT 8.OVO251.2VOLTS FOR THE SERVICE DISCONNECT WITH POP-RIVETS,MACHINE SCREWS OR METER MAXIUMSYSTEMVOLTAGE:306.OVOLTS OTHER FASTENERS ACCEPTABLE TO THEAHJ. INSTALLATION GUIDE AND CEC SECTION 110.3[8]. METER SHORT CIRCUIT CURRENT:27.OAMPS (6)ATTACHMENT METHODS MUST BE MADE WATERTIGHT AND THE INTEGRITY OF THE ENCLOSURE RATING MUST BE ADEQUATE. OF 3.AS PER 705.10 "A PERMANENT PLAQUE OR DIRECTORY, DENOTING ALL WARNING:ELECTRIC SHOCK HAZARD.IF ELECTRIC POWER SOURCES ON THE PREMISES,SHALL BE INSTALLED AT EACH Title: ELECTRICAL GROUND FAULT IS INDICATED NORMALLY SOLAR: GROUNDED CONDUCTORS MAY BE SERVICE EQUIPMENT LOCATION AND AT LOCATIONS OF ALL ELECTRIC POWER SINGLE LINE CAUTION:PV WARNING: SYSTEM BREAKER WARNING NOTICE: UNDERGROUND AND ENERGIZED. PHOTOVOLTAIC POWER PRODUCTION SOURCES CAPABLE OF BEING INTERCONNECTED." IS BACKFED THIS SERVICE METER IS ALSO SERVED PV SYSTEM NOTE:THIS LABEL IS TO SOURCE Project#: 0011 BY A PHOTOVOLTAIC SYSTEM COMBINER PANEL $ .-!�: BE LOCATED NEAR G.F.I ��- - i I DO NOT ADD STICKERS LT ATEDEVERY5BLETON 4.THE GEC/EGC SHALL BE CONTINOUS OR WHEN SPLICED THE SPLICE SHALL BE PV POWER MAX AC OUTPUT LOADS WARNING:ELECTRICAL SHOCK HAZARD. CONDUIT,RACEWAYS,CABLES Datelfime: 10/3012014 1:04: t3 PM TO THIS PANEL INVERTER DO NOT TOUCHTERMINALS.TERMINALS ASSEMBLIES,ATTURNS,A80VE MADE BY IRREVERSIBLE CRIMP. NOMINAL OPERATING AC VOLTAGE 240 VOLTS AND/OR BELOW PENETRACTIONS,ALL DC RATED OPERATING CURRENT 25 AMPS ON BOTH THE LINE AND LOAD SIDES MAY COMBINERS AND JUNCTION BOXES BE ENERGIZED IN THE OPEN POSITION, DESIGN BY: WARNING 6. EQUIPMENT GROUNDING CONDUCTORS AND DEVICES SHALL COMPLY WITH PHOTOVOLTAIC CONNECTION.DO NOT 690.43(A)-(F). EXPOSED NON-CURRENT-CARRYING METAL PARTS OF A MODULE RELOCATE THIS OVERCURRENT DEVICE SOLAR PANELS FRAMES, EQUIPMENT AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN Sheet: SATISFY 7O5.12(d)(7) ACCORDANCE WITH 260.134 OR 250.136(A). OTE: IF THE PHOTOVOLTAIC DISCONNECT IS REMOTE AND NOT WITHIN PV-3 a /®s� IGHT FROM THE MAIN SERVICE DISCONNECT,THEN A DIRECTORY COMBINER 6. BONDING BUSHINGS WILL BE LOCATED AT EQUIPMENT ENCLOSURES. V 3 ROWING THE LOCATIONS OF THE MSD AND THE PHOTOVOLTAIC DC DISCONNECT ISCONNECT MUST BE INSTALLED AT THE MSP LOCATION. BOX —