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HomeMy WebLinkAboutVISTA TOSCANA 25 C I TY O F LAKE cD LSINO E BUILDING & SAFETY DREAM EXTF-EME TM 130 South Main Street PERMIT PERMIT NO: 12-00000297 DATE : 3/22/12 JOB ADDRESS . . . . . 25 VISTA TOSCANA DESCRIPTION OF WORK . ELECTRICAL OWNER CONTRACTOR GARCIA RICHARD VERENGO, INC GARCIA DEBORAH 1211 N. BATAVIA ST. 25 VISTA TOSCANA ORANGE CA 92867 LAKE ELSINORE CA 92532 714-744-6911 LIC EXP 0/00/00 A. P. # . . . . . 363-442-012 9 SQUARE FOOTAGE 0 OCCUPANCY . . . DWELLINGS, LODGING HOUSES GARAGE SQ FT 0 CONSTRUCTION . . TYPE V- NON RATED FIRE SPRNKLR VALUATION . . . 1, 000 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 5 . 00 X 2 . 7500 VALUATION 13 . 75 ELECTRICAL PERMIT q QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 27 . 2500 100-200AMP SERVICE<600VLT 27 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 58 . 75 . 00 58 . 75 ELECTRICAL PERMIT 57 . 25 . 00 57 . 25 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 10 . 00 . 00 10 . 00 PLAN RETENTION FEE 1 . 50 . 00 1 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 44 . 06 . 00 44 . 06 TOTAL 182 . 06 . 00 182 . 06 SPECIAL NOTES & CONDITIONS SOLAR PANELS Oper: 03ME112 Tyke: IF -Drader: 1 Dd& Y012 22 txe pf -fin: 3 237 q67 $.11 :06 " -Total tffxbry l , Tatal pwnmt $182.06 City of Lake Elsinore n Please read and initial Building Safety Division 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.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: _�P4.I 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: 5.1 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 making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO1 Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO Underground Water Pipe SSO1 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric I T-Bar MEO1 lRough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI I Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 IFinal Building Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City POO1 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval I Date Inspector EL06 Rough Pool Electric Planning Sub List Approval l Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa 12 - Zap CITY OF LA KT C?9LS11A0R,,E DREAM ( )CT R E M E 130 South Main Street APPLICATION FOR [APPLICATIbN PPLCATIQN BUILDING PERMIT RECEIV DATEAP N VALUATION CALCULATIONS 1st FLOOR l SF Z� V 1514 ?^osC,q nlq Znd FLOOR SF 3rd FLOOR SF O GARAGE Sr N DECK S BALCONIES SF with section 7000)of division 3 of the business and professions code.and C my license is in full force d effect. \ OTHER: l �? /� SF O LICENSE 0 I'35 00TY BUSINESS VALUATION: /000,o1� N AND CLASS C CO TAX I+ T 1411vVit �!�^ R C ADDRESS FEES T CITY`` STATE/ZIP rL PI{ NE Q BUILDING PERMIT s O o ' ' " L✓�� ���7�� ! R PLAN CHECK NAME A PLAN REVIEW R MAILIN SEISMIC C ADDRESS H tA I T STATF12111P PH N PLAN RETENTION ❑NEW OCC GRP,I CONST ❑ADDITION OIVISION; TYPE: 0 ALTERATION NUMBER OF NUMBER OF []OTHER STORIES: BEDROOMS_ SINGLE FAMILY ZONE_ O APARTMENTS X11 certify that I have read this application and state that the [ICONDOMINIUM HAZARp YES bove information is correct.I agree to comply with all city OTOWN HOMES -AREA? NO and county ordinances and slate laws relating to building 0 COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this O INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- o REPAIR PROPOSED USE OF BLDG, LjPures_ la DEMOLISH PRESENT USE OF BLDG. JOB DESCRIPTION L of jv D S Lre of Applicant or Agent Date ! PAAl LS � S S Agent for K contractor ❑ owner S' Agents Name I C�'1'��d 'ff'ff✓c z ' Agents Address Z J f,/; 0yA-Av� . Cf}- E r 'r CALCULATIONS FOR Job: GARCIA SOLAR PANELS Address: 25 Vista Toscana Lake Elsinore, CA 92532 INDEX TO CALCULATIONS Sheet Item 1 design loads, roof member check 2 wind uplift check, unirac design Engineering Calculations Performed By: Doug Engineering 102 Pinon Tree Lane, Costa Mesa, CA 92627 949-285-5104 For: Verengo Solar Plus opROFESS 1211 N. Batavia St. �e�yps M, Orange, CA 92867 (714) 744-6911 C 69163 Project Number VS-3033 * EXP.06-30-12 Date: 3/22/2012 ST civi_ BASIS FOR DESIGN �TFOFCAttiFO� CODE: 2010 California Building Code ASCE 7-05 LIVE LOADS ROOF 20.0 psf LATERAL Seismic Design Category: D R 5.5 Seismic Use Group I SDS 1 SS 150 % SD1 0.6 S 1 60 % f 1 WIND Exposure C Figure 6-3 - Components and Cladding � Vas 85 mph Table values are multiplied�, A 10 1NV IW 1 by - ��� KZt 1 = 1.21 Exposure C (�� a 3 ft v Pnet= x Ku x I x Pnet3o 1 1 1 `" �" roof slope 7-27 degrees Atrib= 20 sf �� Zone 1 Pnet3o= -14.0 psf(interior zones) All panels within Zone 1&2 Zone 2 pnet3o = -23.0 psf(end zones) Use Zone 2 value p� Zone 3 Pnet3o = -34.6 psf (Corner Zones within a) P Downward for all zones 8.2 psf PROJECT: Garcia Solar Panels Doug Engineering SHT, 1 OF 2 CLIENT: V.S. Civil Engineering DATE 3/22/2012 BY: DM DE JOB NO. VS-3033 DESIGN LOADS Dead Loads Roof Conc.Tile 9.0 psf pupi;f,Z, = 14.0 psf 5/8" Ply shtg 1.9 Puprftz2= 23.0 psf Rf Frm'g 2.8 PWLdowr= 8.2 psf Misc. 1.5 0,6DL+WL (N) PV System 3.0 pr,a,=, =0.6'3.0-14.0 -12.2 psf P.Mz2=0.6`3.0-23.0 -21.2 psf Total DL 18.2 psf DL+WL LL 20 psf PDL,wL= 11.2 psf Roof Member Check Check Existing 2x4 trusses @ 24"o.c. Spacing 2.00 ft Trib panel width = 6 ft E 1500000 psi Fb= 1000*1.5*1.15 1725 psi 1 5 in^4 Mauow2x4wind= 1233 ft-lb Span1 7.67 ft Mallaw2x4LL= 963 ft-lb Span2 7.67 ft See below for Wind Uplift loads Span3 7.67 ft due to concentated loads at attachments d P = (Distance Wind Mmax P= Mmax to Att. Load Trib Load wind(ft- PVDL live(ft- Pts) a b R1 (lb) R2 (lb (psf) W (ft) (lb) lb) (lb) lb) Panel Edge 3.00 1 4.00 4.00 3.67 -162.9 -177.6 -21.2 6.0 -340.5 -651.7 48.2 80.2 2 7.35 7.35 0.32 -14.0 -326.5 -21.2 6.0 -340.5 -103.1 48.2 12.7 Panel Edge 8.35 Panel Edge 13.77 3 14.77 4 18.19 Panel Edge 19.19 Span 1 Uniform DL 7.67 70.0 70.0 9.1 psf 2.0 18.2 plf 134.1 Span 2 Uniform DL 7.67 70.0 70.0 9.1 psf 2.0 18.2 134.1 Reactions at Spanl -107.0 -434.1 Negative values are uplift reactions Reactions at Span2 70.0 70.0 Mmamindupiiff= 574 fl-lb < 1233 ft-lb OK For DL+LL including the PV system weight point loads w= 70.4 plf P= 48.2 lb Mmax= 617 ft-lb <963 fl-It)OK PROJECT: Garcia Solar Panels Doug Engineering SHT. 2 OF 2 CLIENT: V.S. Civil Engineering DATE 3/22/2012 BY: DM DE JOB NO. VS-3033 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT PwNpliftmax=21-2"2.6.6 5/16" Lag with min 2.5"penetration for each attachment Pwupfift= 340.5 lb Table 11.2A- NDS- Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 lb Allowable wind load = 1.6`2.5'266 1064 lb > 340.5 lb OK Unirac Selection Load for half a panel =2.5' wuNIRAG= 21.2"2.5 53.75 plf Per the Unirac Manual for 60 plf, the max span for Solar Mount Unirac Rails is 6.5' Use L-Foot SolarMount Rails with a spacing of 72"o.c. max for attachment points,typ. Table 8.L-Foot SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Snm =T== w=0ftutme.'Lost tan 1fy 20 25 30 40 50 L 60J 80 100 120 140 160 180 200 220 240 260 220 300 2 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM 25 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM 3 SM SM SM SM SM SM SM SM SM SM SM SM SM SM _ SM_ SM_1 3,5 SM SM SM SM SM SM SM SM SAS SM SM SM sm . -SM. 4 SM SM SM SM SM SM SM SM sm SM SM HD 45 SM SM SM SM SM SM SM SM SM SM HD 5 SM SM SM SM SM SM SM SM HD HD SM SM SM SM SM SM HD HD 6 SM SM SM SM SM SM p H HD HD HD SM SM SM SM Sri HD HD HD 7 SM SM SM SM SM HD HD HD 7.5 SM SM SM SM SM HD HD HD 8 SM SM SM SM HD HD HD 8.5 SM SM SM HD HD HD HD 9 SM SM SM HD HD HD HD 9.5 SM SM SM HD HD HD 10 SM SM HD HD HD HD 10.5 SM SM HD HD HD HD 11 SM HD HD HD HD 11.5 SM HD HD HD HD 12 HD HD HD HD ILS HD HD HD HD 13 HD HD HD HD 13.5 HD HD HD 14 HD HD HD 14.5 HD HD HD IS HD HD HD 15.5 HD HD 16 HD HD ` 17 H❑ A , LO TIM Mono .... LG260SIC 1/•./I'f, r::ors':ls.n ilea:a ca,"ury 0f con3Ufrle; 313cTO.lICS `-9^hnolOcy--ac! 25 years of in- depth R&D, LG is pleased to introduce its first '�,3a!dhro ugh 00TCV01„ic 1:106laS. _G paO cro!=aic modulas sra perfe:t ror 93i13:%i Or1-grid appliCBilo,ls ill rasicla. !-ial, cm-nnnercial and utility sarvicas. �L:IIt NI'"!l ,'31i2a1e m8:"3rials, a uniqua dasign 8nC` S%S'3i'1?iiC qu2.lity 2SSliiance, LS is proud fO ji011ida its cus-ornars wiil Unmatch3d prod,,c-.Value and sarvicas. cET JVRhelnlend LG Cell Technology Positive Power Tolerance With 25 years of devoted and thorough LG delivers its products with the world's most research and development,LG has successfully ° rigorous product assurance -a nominal power developed a solar cell that is cutting edge and tolerance starting at 0%. reliable- Unique Frame Design Superior Durability LG photovoltaic modules withstand a maximum LG photovoltaic modules are uniquely designed load of 5400 Pa,are light in weight and built to drain liquid in all slopes and angles. with glass that is slim yet durable. Certified Laboratory Warranty&Services !' `' LG has met the core standard specifications LG offers a reliable support policy that is for solar modules and became the off iciai test comprised of a 5-years product warranty, \4_.`.` laboratory certified by TUV Rheinland and 12-years 90%power warranty and 25-years Underwriters Laboratories. 80%power warranty. Mechanical Properties d Electrical Properties(STC`) Cells />>:10 LG260SIC LG255S1C LG25OSlC LG24SSlC _..... Cell vendor Maximum power at STC(Pmax) 200 2_55 250_. __. Call type ororry hiiG a MPP voltage(VmpP) 301 30.0 �99 Cell dimensions ISci 156 mm MPP current Im . P_ ` �5L 837 F,r_� #o bu bar 3 Open circuit voltage(Voc) 3/3 372 371 370 _ imensions L x W x H) 1332 986 x . .. 4'111 Short circuit current(Isc) 894 335 876 3,67 4 25<3-3 32 I ri5 in Module efficiency i6 2 1 8 15.5 h eraximwn load(Pa) 113 I) f(5400 a) Operating temperature '10`C +90 Weight 1?kc)/ 4189II) Maximum system voltage I000\' Connec or type do`3 connector IP 67 Maximum series fuse rating 15 A . . Junction boxP r55 with 3 bypl s dlodL 1 Power tolerance 0-.+3 7 Length of cables _:c 1000 mm/2 x 39 in I I•o,.r 7._r,l.:,rn+:a:-•rtl.w's„•.�,.nN,an❑•!-�'Lrr•rni4 br L:?rflhsrcrl,? s,�1.:.am dl-,gra,,,p O Certifications and Warranty Certifications -- IEC 61215 Ecl,,EC 61730,IJL 1703 0 Electrical Properties(NOCT4) ?roduct warranty 5 years LG260SlC LG25SSlC LG25051C LG245S1C .... Output warranty of Pmin 12 year 90' Maximum power(W) 183 179 176 172 r . ..___... 25 years-80Y; mm MaxlU power voltage(V) 2;._S3 27.44 27.35 27= Maximurn power current(A) 664 653 6.42 6,31, Temperature Coefficients Open circuit voltage(Voc) 34 7, 34 64 3<IS4 3<d 4S, ------•--•-•-- _ Short circuit current(Isc) 6 d 6 84 6.77 6.70 +NOCT 43 7 2"C __,. ___...... y_... .._ Efficiency reduction PP -0,469 /K (from 1000 W/m=to 200 W/m-') 4.5% VOC_._.._ .. .... ............. G128O� 8 JK .........— ..... r, r n Ynr S)J l r u L P j fir, .I I.`r.s I.t•.'-II f:r.P- _ r t r Isc 378 rnAj K,0043 /1< O Characteristic Curves $1 Dimensions (mm/in) 10 a � a I000 w U 8 42/1.Id x 42/1.66 800 w 7 Short side frame Long side frame 6 b00 W Drain holes 5 .—__ -_ ...._. ._..__._..._..- `\ 4placus 946Al3725 4 400W ~`` \ 23.410.92 2-u4.3!0.16 —� 3 .. . _. _ ,____.-...._. ..- Gmwdi" 2 200 w Mi..4 places n.6.5/0.26 Junction Box 1 (•) 0 __r,.-' Mounting slots 0 5 10 15 20 25 30 35 40 a PI.— Voltage(V) 140 m r4 _ 8 E120 ...... ............. ................... ...._.. _ l00 . .. ........... _— ---_ 3 so ...-... _ _._ .. ...... P926/36 max .46 40 .. ........., ............ . Drain Aolac ,2116 w 8 lots a m .40 -25 0 25 50 75 90 6,38.82 M Temperature('C) m LG Electronics Dautschiarni GmbH EU Solar Business C caq a Jakob-Kaiser-Sir Q - 4.7377'':Villr_h, 1 ' F a ' r y KACO blueplanet 02xi series grid-tied inverters Performance High efficiency: 95.5% CEC efficiency on all 02xi series inverters ensures low energy losses Wide MPPT range: Highest string sizing flexibility with all modules and temperature ranges Low start-up voltage: KACO inverters wake up earlier and work longer than the competition Designed for max. ROI: Newest generation IGBTs and advanced MPPT algorithms Ease of installation easyINSTALL T-bracket: Minimizes mounting process to approximately 15 minutes Lockable DC/AC disconnect: Save up to $150 with the pre-wired & separable integrated disconnects Multiple knock-outs: Knock-oLltS on bottom, sides and back offer great installation flexibility Connection box: Avoid costly channel raceways by directly connecting multiple inverters Reduced weight: KACO inverters are up to 50% lighter than comparably sized inverters Reduced side clearance: No fan cooling outlets on the sides Field selectable voltages: Use the same inverter in 208V, 220V or 240V grid settings Reliability History: KACO has been manufacturing power electronics for more than 60 years Experience: More than 3 GW of inverters worth more than $1 billion installed worldwide Split architecture design: Power electronics are protected in a separate chamber Sealed outdoor enclosure: Protects power electronics from insects, dust, humidity and ocean air DC reverse polarity protection: Avoids potential damage to inverter caused by mis-wiring during installation Redundant power capacitors: Increases the lifetime of your inverter Convection cooling: No moving parts increases the uptime of your PV system Compliant with UL 1741, IEEE 1547, CSA 22.2 cZ°�,�qme�++�us t Monitoring Model number blueplanet blueplanet blueplanet , i 5002xi KACO proLOG: x Monitor up to 32 inverters as vvell DC operating range(MPP; 125-400 V 200-450 V 200-510 V 200-510 V —_...._....---...._..... —__ —--- -.—. ---- as multiple sensors. Max.DC inpo voltage 550 V- 55O V 600,V 600- , -- ........... ............. - — ----.._.......-...... KACO WatchDOG: Nominal DC input current 14.3 A 13.5 A- 18.5 A 26 5 A Max DC input Isc current 21.45 A. 21.45 A 28 A Integrated monitoring card 40 A decreases costs and increases Max.continuous output power iCEC; 1500 W 2500 W 3500 W 5000'vV - reliability to give you the most — ---- ---..........—.._......._.. — --.. -- ------....- Max.over-Current protection 15 A 20 A 25 A 30 A innovative monitoring solution. ---- - -- -- -------------........... 240V 8A 12A 16A 24A Max.continuous cur rent --- easyLlNK data interface: 208`/ 8 A: 12.5 A 17 A 24 a.. Integrated RS485 comm card saves 240 V 21l -264 V _ AC operating range 2Q8 V over $200 compared to some ---- ------ 184-226 V --- 220 V 198-242 V(for Mexico) Competitors. Frequency 60 Hz(59.3-60.5 Hz) Integrated inverter display: 240 V 95.5% 95.5% 95.5% g p y CEC gated efficiency - 95% 95% 9 5.5°r° Easy to use push-button interface 708 V' <:ncc�ti�i'q�ret d ,, to configure the inverter and v, - AC/DC disconnect ratings AC.300 V 36 A / DC. 600 V-40 A access stored PV system data on ----- --- .............. -- - - --- - - - --- Cooling -- True convection-ultimate reliability(5002xi-fan assistedr the LCD screen ---- - ---- DC reverse polarity protection Yes Integrated night switch: Ground fault protection -- - Integrated ground fault detector/interrupter(GFDI) Activates inverter display Grounding-- -- — -- Field selectable positive or negative ground option even after the PV system visual displays — Backlit LCD w/convenient night switch&push button controls has shut down. Included accessory interfaces - easyLINK RS485&SO port Ambient operating temp -4 F-+140'F (-20'C-+60-C) -13'F-+1407 (-25'C-+60'C) blueplanet web: Thermal protection Yes — Free monitoring option for Noise emissions <35 dB(silent operation) /5002xi <45 dB(near si!ent operation) residential systems up to 10kW.* Night power consumption 0.3 W *.Available for all system sizes for Warranty Standard easySWAP 10 years Ge F additional cost. ialladns •�r - Safety compliance UL 1741, IEEE 1547, NEC, CSA 22.2 No.107.1-01 — ----- ------- ..._... _. _.............._.......... Warranty Communications compliance FCC Part 15 Class B Unit will only:`eed power if the?V voltage is less than 55OVdc. KACO easySWAP policy: Benefit from KACO's no hassle inverter exchange policy. o Reimbursement policy: H KACO's $150 service reimbursement is among the most generous in the industry . U KACO guarantee: s 02xi series inverter repairs after o o warranty will never be higher than l u f $550. w g 10 years standard warranty: MecharRtal$pCi#icaki°"S Warranties are only as valuable Model Height(H) Width(W) Depth(D) Weight 1502xi 30 in.(761 mm) 14 in.(356 mm) 8 1/4 in.(208 mm) 42 Ibs(19 kg) as the strength and longevity — --- 2502xi 32 in.(813 inm) 14 in.(356 min) 8 1/4 in.(208 min) 52 Ibs(24 kg) of the manufacturer and KACO 3502xi 35 7/8 in.(914 mm) 14 in (356 min) 9 1/4 in.(241 mm) 69lbs(31 kg) is one of the few established -- — - - — N 5002xi 35 7/g in (914 mm) 14 in.(356 mm) 9 1/4 in.(241 mm) 70 its(32 kg) x. inverter companies.older than the Enclosure _ NEMA 3R -� warranties they offer. -- K A C 0 1 T +1 (866) 522 6765 • F. +1 (415) 931 1688 - - kacoinlo@kaco-newenergy.corn • www.kaco-newenergy com Printed on post consumer material new energy. Third Par d : tab Teste TileTlrdc 1�740 lbs• �ut value Patent#5,146,029 Pu • Tile Roof Structural Attachment The patented TileTrac© attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability. Design results in the best looking systems in the industry. Tile Trac°for s-curve Tile TracO for flat concrete tile 40 concrete tile (G" Tall Threaded Stud) 0" Tall Threaded Stud) Part#TT-18-T6 Part#TI-18-T4 1..y Benefihs of the TileTrac • Industry's most cost effective file • Aluminum and Stainless Steel components for attachment product corrosion resistance and strength • Minimal install labor and time • 1,740 Ibs of 3rd party lab tested pullout strength • Over 12 years of industry • Water-tight seal lab tested for 7 days under 34 preferred design inches of water, zero leakage • Requires only one Stainless Steel • 10 sq. inches of base area evenly distributes roof lag bolt (included) load and provides sufficient sealant bonding area • The Tile Trac® Design • 0 Structurally attaches to roof rafter and allows the rail attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. Without TileTrac° With TileTrac° Water Flows High Point/ i i • Support Rail in the Valley Crown :1 :. . .• of the Tile of the Tile (optimum) i TileTrac& assembly • • • • • structurally attache Rafterr�_ �� Rafters_ Not structurally attached to the rafter % d to the rafter A Installation steps for both s-curve and flat concrete tile* + y v' STEP 1:Select a tile in the area of the roof rafter. STEP 2:Remove the the by pushing and pulling. STEP 3:Using on electronic stud finder(recommended), It is usually held in place by a small nail. or other means,locate the rafter center. Mark a reference point on the tile above. \ ! caO, pad wrench Step 4:Seal the initial tile nail hole.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"socket,install the lag bolt until drill bit and drill guide(FJ-Drill),drill pilot hole the TileTracO and apply fresh room temperature seated.Do not overtighten.The sealant should flow along the rafter center sealant to the base. outward sealing any holes. 1 f' Step 7:After bolting the base to the roof,slide the upper carriage Step 8:Replace the tile by lining up the snap lines Step 9:Using a 3/8"carbide drill bit and ROTARY HAMMER into the correct position under the crown of the tile.for Flat tile, and mark the drill location accordingly. DRILL in hammer mode,drill through the tile.See online slide the upper carriage near the middle of the tile. video at www.prosolor.com for details. lBfrtd.L2� washers to i6kofstu�; ` o. Step 10:Insert the threaded stud through the tile and Step 11:Unbind nuts and remove from stud.Apply UV rated Step 12:Fasten rail with lower and upper tighten with 9/16"wrenches to engage stud with base.Bind sealant between stud base and tile and compress with a 3/8"nuts/washers as shown. two 3/8"nuts(included)using 9/16"wrenches and tighten. 3/8"washer.Apply UV rated sealant around top of washer. 'Not recommended for clay or slate tiles. ©Professional Solar Products, Inc.June 2008.TileTrac is a registered trademark and covered under Pat.#5,746,029 r Si'R11tTURA1.I:NGIfI�;RS January 20, 2011 ETH UniRac 1411 Broadway Boulevard NE qj Albuquerque,New Mexico 87102-1545 o SM78 TEL: (505)242-6411 * -13 FAX: (505) 242-6412a�P Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3"published October 2010 and specifically"Part 1. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations,applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: L 2009 International Building Code, by International Code Council,Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's"SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If yo have any questions on the above, do not hesitate to call. Since ely, I Paul acher, SE -President 8137 Sunset Avenue,Suite 120 f Fair Ooks,CA 95628 916.961.3960 > 916.961.3965 f W'r O 5 .Cold • A TechnicalSOLARMOUNT I I SolarMount Technical Datasheet Pub i00602-1td V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams.............................................:............................................................4 SolarMount Module Connection Hardware SolarlUiOUnt Bottom Up Module Clip Fart No. 321001, 321002 Washer Bottom Up Clip material: One of the following extruded aluminum Bottom ,'Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 UP Clip note*J" Ultimate tensile: 38ksi, Yield: 35 ksi ° Finish: Clear Anodized Bottom Up Clip weight: --0.031 Ibs (14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents J` Assemble with one'/<"-20 ASTM F593 bolt, one Y<"-20 ASTM F594 serrated flange nut, and one 'W'flat washer 7 \� Use anti-seize and tighten to 10 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 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, �— i'— !--�— Ibs(N) Ibs(N) FS Ibs(N) 4) Via j 1.24 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 n Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 •. X �n 1 Sliding,Z± 66(292) 27 (119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a i SOLARMOUNT Technical Datasheets d: N I RAC SolarMount Mid Clamp Part No 320008,320009. 320019,320020,32002 i, 320084,320085,320086, 320087;320120, 320122 Mid clamp material: One of the following extruded aluminum Mid \ Serra �\ Bolt alloys: 6005-T5, 6105-T5, 6061-T6 �la e Nu Ultimate tensile: 38ksi, Yield: 35 ksi Clamp Finish: Clear or Dark Anodized Mid clamp weight: 0.050 Ibs (23g) ., Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • 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'/<"-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 third- party test results from an IAS accredited laboratory BETWEEN Applied Load Average Allowable Safety Design Resistance I. - Direction Ultimate Load Factor, Load Factor, MODULES O -- Ibs (N) Ibs(N) FS Ibs(N) m Tension, Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 - Transverse, Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 _ .�X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003, 320004 320006, 320006, 320012,320013. 320014,320015,320016,320017. 320079,-320080,320081, 320082,320083;320117, 320118, 320123, 320124, 320173,320185, 320220, End clamp material: One of the following extruded aluminum 320233,320234, 320331 alloys: 6005-T5, 6105-T5, 6061-T6 Bolt • Ultimate tensile: 38ksi, Yield: 35 ksi h Finish: Clear or Dark Anodized / End clamp weight: varies based on height: -0.058 Ibs (26g) 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''/a"-20 T-bolt and one ''%"-20 ASTM F594 eea�\ serrated flange nut Use anti-seize and tighten to 10 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- Y ` party test results from an IAS accredited laboratory X Modules must be installed at least 1.5 in from either end of a beam � I.s Applied Load Average Allowable Safety Design Resistance !y MINIMUM' Direction Ultimate Load Factor, Loads Factor, t lbs (N) Ibs (N) FS Ibs(N) HEIGHT I VARIES WITH TI Ft�_Fension, Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE THICKNESS Transverse, Z± 63(279) 14(61) 4.58 21 (92) 0.330 i Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions sped a �n-Inc es-un ess Ao ed I TechnicalSOLARMOUWr . _ _ i. RAC t SolarMount Beam Connection Hardware SOlarrV OUnt L-Foot Fart No. 310065, 3.10066: 310067, 310068 • L-Foot material:One of the following extruded aluminum alloys:6005- T5, 6105-T5,6061-T6 • Ultimate tensile:38ksi, Yield: 35 ksi • 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 Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594%'serrated flange nut Flange Nu • 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 NOTE: Loads are given for the L-Foot to beam connection only; be x sure to check load limits for standoff,lag screw,or other i attachment method 3.01 Applied Load Average Safety Design Resistance 3%AAT FOR Direction Ultimate Allowable Load Factor, Load Factor, %HuRowaae Ibs(N) Ibs(N) FS Ibs(N) W Sliding,Z± 1766 7856 755 3356 2.34 1141 5077 0.646 Tension,Y+ 1 1859(8269) 707(3144) 1 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) 1 0.664 SolarMount Beams Properties Units Sofm unt HD Beam Height in 0 Approximate Weight(per linear ft) plf . . 71 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 1 728 SLOT FOR T-BOLTOR 4" HEX HEAD SCREW IF a"HEX HEAD SCREW 2X SLOT FOR F Sh SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP 14-11 T 3.000 1.316 SLOT FOR O --r 3/8" HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750�4 1.207 Y Y 1.875 1 � ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted SolarMount Unirac Code-Compliant Installation Manual ;;'U N I RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices.If your installation uses SolarMount splice bars,attach ` the rails together(Fig.13)before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural,the joint is not as strong as the rail itself.A rail should always be supported by more than one footing on both sides of the splice. (Reference installation manual 908,Splices/Expansion Joints.) Figure 13.Splice bars slide into the footing bolt If using more than one splice per rail,contact Unirac concerning slots of SolarMount rail sections. thermal expansion issues. Mounting Rails on Footings.Rails may be attached to either of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile,which will maximize airflow under the modules. This Clamping -- � � will cool them more and may enhance performance in hotter climates. bolt slot ram, Slide the'/a-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Mounting slots Ensure that the rails are oriented to the footings as shown in Figure 8,9, Footing 11,or 12,whichever is appropriate. bolt slot i Aligning the Rail Ends.Align one pair of rail ends to the edge of the t= installation area(Fig. 1S or Fig. 16). The opposite pair of rail ends will overhang the side of the installation Figure 14.Foot-to-rail splice attachment area.Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters(Fig.15),either end of the rails can be aligned,but the first module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete(20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. Edge of installation area i 1 i Edge of installation area Figure 15.Rails perpendicular to the rafters. Figure 16.Rails parallel to the rafters. va,e 19 STANDARD RAIL L FOOT 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 \ FLANGE NUT \\ O 48' 000 HA 00C Installation Detail 00 ©2008 UNIRAC, INC. 1411 BROADWAY BLVD NE SolarMount Rail ALBUQUERQUE, NM 87102 USA L-Foot Connection PHONE 505.242.6411 UNIRAC.COM URASSY-000? Smart n� ch Y .7 C SmartSynch's residential smart metering solution features a communications module that is integrated into the GE 1-210+c electricity meter.The 1-210+c SmartMeter communicates over an existing cellular network with the SmartSynch Transaction Management SystemTM ;! (TMS) or other C 12.21 head-end system (such as MV-90) and complies with ANSI C12.19 protocols for data storage and transmission. The 1-210+c SmartMeter is a single-phase electronic watt-hour meter for use in residential and light commercial service locations.The 1-210+c's key features include Time of Use, Demand and Load Profile, Remote Connect/Disconnect,and C12.22/ C 12.21 compatibility.The 1-210+c SmartMeter also includes an optional ZigBe0 wireless !' component for in-premise communications and an optional Badger ORION",wireless component for gas and water reads. Wireless Communications Hardware Components • GPRS • Remote Disconnect/Reconnect • ZigBeO • Radio Control Module Board (RCM) • Badger ORIONO • Capacitor Storage Bank (CSB) ,advanced Metering functionality • GSM/GPRS Modem • Remote Disconnect/Reconnect • ZigBee Transceiver • Flexible Two-Way Data Retrieval • Badger ORION Receiver • Scheduled& On-Demand Reads • Internal Antenna • Interval Reads (5, 15,30, 60 minutes) Operating Ranges • Real-Time Interval Reads • Automated Register,Self-Read &TOU Temperature • Demand Resets • Operating: [-40°C, +85°C] • Real-Time Meter Event&Alarm Retrieval • Transmission (GPRS): [-40°C, +85°C] • Real-Time Power Outage & Restoration Humidity • Service Diagnostics&Tamper Detection • 0%to 95%non-condensing • Tilt Detection Accuracy • Meter Clock Synchronization • Meets ANSI 12.20 for accuracy class 0.5% • SmartMeter Status Display • Automated Meter Registration Regulatory & Industry Specifications • Secure&Encrypted Data Transmissions • FCC Part 15 Class B • Bi-Directional Metering • ANSI C37.90.1 - 1989: (SWC) • Over-The-Air SmartMeter Module Firmware . ANSI C12.20 (Class 0.5)- 1998 Upgrade • PTCRB Certified Supported Meter Forms • Network Carrier Certified SmartSynch,Inc. • Class 20:3S, 4S • Measurement Canada Certified 4400 Old Canton Road . Class 100: IS Jackson,Mississippi 39211 1-888-362-1780 • Class 200:2S, 12S,25S • Class 320:2S • See back page for Supported Forms with Remote Disconnect r r n2. _ Smart Synchl Radio Control Module Board (RCM) 32-bit ARM processor, 256K RAM, 512K flash Capacitor Storage Bank (CSB) Supplies peak power for data transmissions and all functions during power outages-no batteries required GSM/GPRS Modem GSM modem communicates with head-end using GPRS and SMS services ZigBee Transceiver Wireless component for in-premise two-way communications Badger ORION Receiver Wireless component for receiving gas and water reads Internal Antenna Flexible dual frequency GSM antenna for the modem fF?i?1�?fafIJCP f2�(ni�p; '�up-)vted PAe ter Tornis vVith Disconf-,r'c Operating: [-40°C, +85°C] Class 20:3S, 4S Class 100: 1S Transmission (wireless): [-40°C, +85°C] Class 100: IS Class 200: 2S, 125, 25SClass 200: 2S, 12S, 25S Class 320:25S Class 320:2S -r�_�,ruut y' 1�ut iye 0%to 95%non-condensing R,?gulatory K Inc:lusiry Cerrifrc,-ation,, FCC Part 15 Class B ANSI C37.90.1 - 1989:Surge Withstand Capability (SWC) Meets ANSI 12.20 for accuracy class 0.5% ANSI C12.20 (Class 0.5) - 1998PTCRB Certified Measurement Canada Certified Network Carrier Certified JtpUi Sr nr71 or Interi�.r<:e Definition/ValueS Module Power Input Voltage 120-240 VAC Meter Serial Interface 3.3V/TTL compatible asynchronous 1n tegra do n The SmartMeter module is a fully integrated, under-the-cover option inside the 1-210+c meter.The 1-210+c SmartMeter is shipped as one complete unit, ready for field deployment, k,ersion and Compatibility Information 1-210+c Meter Hardware: Supported meter forms,classes, and types, equipped with battery 1-210+c Meter Firmware: Latest fully supported SmartModule: 1-210+c GPRS SmartMeter Module SmartSynch TMS: Version 6.0 or higher About SmartSynch: Headquartered in Jackson,Miss.,SmartSynch has been developing successful Smart Grid Intelligence solutions for the utility industry since 2000.The company's clean-tech innovations in the two-way delivery of real-time energy usage data over cellular networks(AT&T, Rogers,etc.), in lieu of private network build-outs,have to date simplified SmartMeter deployments for 150 major North American utilities,while enabling green-energy initiatives and delivering significantly higher Returns on Resources. Unlike proprietary,closed-architecture solutions,SmartSynch's SmartMeters represent future-proof investments in technology.The standards-based IP connectivity enabled in every SmartMeter deployed makes them adaptable and remotely upgradable to support today's sensor and communications needs,as well as tomorrow's opportunities,better than any alternative. SCREW: E1276 MATERIAL:COPPER,XOC7309 TOLERANCES-UNLESS OTHERWISE SPECIFIED DWG. NO. 2 PL DEC.t.015 TRUE C.L.t.015 G0977 CAT. NO.: PLATING:SEE CHART 3 PL DEC.t.010 ANGLES f I • MASS:.052 LBS. MARKING: I GBL-4DB,4-14, CU, DB ©Q DRAWN BY:CLH I SCALE: 3:1 SHEET 1 OF 1 r SURFACE AREA: 2.738 IN2 DATE:7/27/2007 SIZE: A CORP. v STUFFER SHT: FORM 12 CELL:ABM REV.1 DESCRIPTION 1/4-28 UNF- 2B \/.040 MAX X 450 Cat # : GBL-4 D B \� 0.218THRU GBL-4DBT .375f.015 E1276 [9.53 t.38] / I SCALE 1 : 1 .213 190 [5.41] [4.84] .470 I I I l i [11.94] OPENING MUST SLIP A 0.250 PIN I ��r .825 I 120.961 ---- .185 f.005 [4.70 t.13] - 1.150 PART NUMBER PLATING MARKING [29.211 ' G0977AOOB I BRIGHT DIP GBL-4DB,4-14, CU, DB G0977AOOT I EL-TIN GBL-4DBT,4-14, CU, DB THE INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPRIETARY TO ILSCO AND MAY NOT BE DISCLOSED WITHOUT PRIOR WRITTEN CONSENT SOLAR PHOTOVOLTAIC SYSTEM FOR: PROJECT SITE Garcia Debbie t W l y,> dV 25 Vista Toscana, Lake Elsinore, CA 92532 _ C �._._ Tuscany � CO PROJECT DESCRIPTION: _ " 'P'"`� J " Y nacaro�`-` � a> 16x255W ROOF MOUNTED SOLAR llb3d PHOTOVOLTAIC MODULES M U) o C SYSTEM SIZE: 4.080kW DC STC / s'•A 5� ef^" °� O X ARRAY AREA: R-1 277.1 ft q l 2 \ � Ti Vey S �yq `.c V! U Q�1f18 s oi' ` SHEET N t 4 = �a PV-1 SITE PLAN & VICINITY MAP /�� NO \� 1 ' '� z fo ry M PV-2 ROOF PLAN & ELECTRICAL EQUIPMENT 30 coy 4 d °i PV-2A ATTACHMENT DETAIL / )ffl �'��"""" �'� e' W co N PV-3 ELEC. LINE DIAGRAM & NOTES �' �O� ' �° y~`��aV�k � r '�� PV-3A PLACARDS ° t• A,� L1_I cli o PV-4 CONDUCTOR CALCS rya co VICINITY MAP 2 SCALE: N.T.S PV-1 aEi U ty � co \ \ ARRAY LOCATION o 00 \ \ . zn U + o w co Q a) N o Y > C J r- O Lo City Of Lake Elsinurc 2 STORY Planning Division Approv 1 HOUSE a � m U W l o 0 Ln R-1 16 LG ELECTRONICS ' , > 255W MODULES / `O z / o o 7 w (E) ELEC. METER & / \ MAIN SERVICE r, F- Q Z Of O Q SITE PLAN WITH ROOF HOUSE PHOTO 3 w SCALE: 1/16" = 1'-0' PV-1 SCALE: N.T.S — CO > PV-1 EXTERIOR ROOF TOP CONDUIT RUN TO BE MOUNTED " TO 3�" ABOVE ROOF 1n o E" o (D MODULE TYPE DIMENSIONS & WEIGHT 0 u�. MODULE TYPE = LG255S1C J > Q 'aC 16 LG ELECTRONICS MODULE WEIGHT = 41.89 LBS Q U `i 255W MODULES �: ' � E MODULE DIMENSIONS = 64.25" x 38.82" = 17.32 ft UNIT WEIGHT OF ARRAY = 2.42 PSF 0 20 ATTACHMENT �� �OFESSIO o co POINTS 072" OC MAX Q Nq N �o�P� PA. ,ryD `�n�� W � N �- Lo ro `� C 69163 Lo � T W o * EXP.C6 30 12 ARRAY & ROOF AREA CALC S > J ° R-1 sT9T CV1- �g ARRAY AREA = 277.1ft' N c7 FOFCAOF ROOF FACE AREA = 850.50 ft' N 277.1/850.50= 33% OF ROOF rn FACE AREA COVERED BY ARRAY E U a> Q} co ai cn ° 00000 ° NOTES r O E1aSFM MAIN SERVa PNIQ 0 Ca J LLo ° P NBN WALL MMMTED AC 06LON AM 0 '(� Co NEW WU MULI ED METER 0- a 6 L V W�WALL uNTEn NWOER , � f n Ln NEW DC DISCONNECT V ~ ° ❑6 FROM UrLr[Y PRMM m O 7❑ FROM w ARRAY (n E7a 8� W FTROU GRADE > R-1 N 3 a 1 r " EMT CONDUIT ® ' ZEs EXTERIOR RUN ` 0 o a, o a L — J s Z KACO: BLUEPLANET 3502XI (240V) e � (E) ELEC. MAIN SERVICE N AC '= O Lij DISCONNECT Illy\\VII (N) SUNRUN cr Q Q 0 J U ROOF PLAN METER ELECTRICAL EQUIPMENT 2 SCALE: 3/32" = 1'-0" pv_2 SCALE: 1:2 p�-2 v O w N O N Pv-2 O (4) #10 AWG USE-2/RHW-2 IN FREE AIR SOLAR ARRAY 4.08OkWstc MATERIALS LIST NOTES: (1) 18 AWG BARE COPPER GND IN FREE AIR (16) LG ELECTRONICS LG255SIC-G2 255W MODULES TOTAL 16 - LG ELECTRONICS LG2551C-G2 255W 1. PV ARRAY WIRING TO COMBINER IS #10 AWG USE-2/PV WIRE WITH O (2) #8 AWG THWN-2 8 MODULES CONNECTED IN SERIES PER STRING, MODULES FACTORY INSTALLED MC CONNECTORS TO INTERFACE W/ MODULES. (1) #8 AWG THWN-2 GND IN EMT 2 PARALLEL STRINGS CONNECTED TO INVERTER. 1 - KACO-BLUEPLANEF 3502XI (240V) 2. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM 20 - PRO SOLAR TILE TRAC ATTACHMENTS ARRAY WIRING TO CONDUIT WIRING. O (3) #10 AWG THWN-2 120' - UNIRAC RAILS 3. PV POWER SOURCE DISCONNECT (FUSED) RATED AT 15 AMPS, 600 0 (1) #8 AWG THWN-2 GND IN " EMT 28 - MID CLAMPS Vdc, NEMA 3R RAINPROOF. :D o u-i 8 - END CLAMPS 4. PROVIDE GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING J o ` 60' - EMT CONDUIT MAIN SERVICE GROUND ELECTRODE PER C.E.C. ARTICLE 250.50 THROUGHIL �- 1 - SUNRUN METER 250.86. TILT: 18' 1 - 30A AC DISCONNECT 5. GROUNDING ELECTRODE CONDUCTOR FROM INVERTER TO GROUNDING Q ELECTRODE TO BE MINIMUM PROTECTION OF BARE ARMOR SHEATHED AZIMUTH: 246' 1 - COMBINER BOX W/ 15A FUSES CABLE FOR ALL CONDUCTOR SIZES. 1 - DUAL POLE, 2QA BREAKER` 6, ALL GROUNDS CONNECTED TO MAIN SERVICE GROUNDING ELECTRODE _1 - GROUND ROD IN MAIN SERVICE PANEL. E — PAINT CONDUIT TO MATCH HOUSE 7. INVERTER IS LISTED TO UL-1741 "UTILITY INTERACTIVE". 0 c: v 16 MODULES PAINT CODE: 617-937 FOSSIL 8, EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED z �' tMv ACCORDING TO NEC 690, 690-SECTION "V", 250. LL1 � °' 9. NEGATIVE POLE OF PV ARRAY REFERENCED TO GROUND AT THE co M INVERTER. LLl o C ` 10. ALL CONDUCTORS SHALL BE 6DOV. WC STANDARD COPPER. ALL > N m ,6 SUNRUN OWNED MODULES CONDUCTORS IN CONDUIT SHALL BE THWN-2. J 11, MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% OR LESS THAN. 12. ALL CONDUCTORS SHALL BE C.E.0 APPROVED RACEWAY N UNLESS OTHERWISE NOTED. M 13. ALL WORK TO COMPLY WITH [2008 N.E.C.] 2010 CALIFORNIA rn KACO-BLUEPLANET 3502XI (24OV) ELECTRIC CODE-ARTICLE 690, 2010 CALIFORNIA BUILDING CODE. Q 1 DC OPERATING RANGE (MPP): 200-510V 14. D.C. ARRAY CONDUCTORS ARE TO REMAIN OUTSIDE OF BUILDING E U MAX. DC INPUT VOLTAGE: 600V PRIOR TO FUSEABLE COMBINER BOX OR FUSEABLE D.C. DISCONNECT w Q) cfl _ aS MAX. CONTINUOUS OUTPUT POWER (CEC). 350OW MEANS. cn, 5 COMBINER BOX MAX. CONTINUOUS OUTPUT CURRENT: 16A 15. CONDUIT RUN OR IN APPROVED RACEWAY, LOCATIONS SUBJECT TO � ,� 00 NEMA 4, W/ 15A FUSE CHANGE. N cv AC OPERATING RANGE: 211-264V CEC RATED EFFICIENCY: 95.5% 16, 3.5 PSF MAX DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. ° w co cv 2 (N) KACO: o BWEPLANET-3502X1 (240V) O (>3 J �j INVERTER: 0 'U im 240 VAC, 16A MODULE: LG255SIC-G2 NEMA 3R, UL LISTED Voc= 37.2V Vmp= 30.OV (6 J (W/ ROTARY DC DISCONNECT) Isc= 8.85A Imp= 8.50A o` o Pmax: 255W PTC RATING: 226.6WI- 1 N W TO UTILITY GRID — — — AC DISCONNECT Lo I 240VAC, 30A, NEMA 3R, MAIN SERVICE DISCONNECT I UL LISTED, EATON/CUTLER HAMMER 240V, 200A,CUTLER HAMMER DG221 URB o o BI-DIRECTIONAL UTILITY e a 3 °°° SUNRUN METER 1-PHASE, 240V o METER A } 0 .a (E) MAIN SERVICE — I 8d PANEL < 240V AC, 200A, CUTLER HAMMER ` #8 BARE x ARMOUR O AC DISCONNECT COPPERui ~ Q (E) GROUND 2-POLE PV BREAKER' 240V AC, 30A, NW A (N) GROUND ROD a W ROD 240V, 20A UL LISTED BOND TO (E) 0 Z 1 GROUND ROD . V1 W m 1- H -1 O ELECTRICAL LINE DIAGRAM 1 9 W z SCALE: N.T.S. PV-3 PV-3 GROUND—FAULT DETECTION AND INTERUPTION; TO BE INSTALLED AT INVERTER PER NEC 2008 TO BE INSTALLED ON THE FACE OF THE 690.5 (C). SERVICE METER PANEL PER NEC 2008 WARNING 705.10 ELECTRIC SHOCK HAZARD CAUTION : IF A GROUND FAULT IS fNDICATEp, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Cn POWER TO THIS BUILDING IS ALSO : o DISCONNECTION MEANS; TO BE INSTALLED AT SUPPLIED FROM THE FOLLOWING J ALL AC AND DC DISCONNECTS RESPECTIVELY SOURCES WITH DISCONNECTS LOCATED [L AS SHOWN PER NEC 2008 690.14(C)(2) _ SOLAR DC DISCONNECT AT:®METER AND MAIN SERVICE Q AC DISCONNECT O Q U LL SOLAR AC DISCONNECT INVERTER DISCONNECT U) U DISCONNECTING MEANS MAY BE ENERGIZED 0 5 m N tz IN THE OPEN POSITION; TO BE INSTALLED CD � 0 N AT DISCONNECTING MEANS PER NEC 2008 z 690.17 W i a� N WARNING �� N iz ELECTRIC SHOCK HAZARD. W o DO NOT TOUCH TERMINALS. 0`nn > J TERMINALS ON BOTH THE LINE y AND LOAD SIDE MAY BE ENERGIZED 2� IN THE OPEN POSITION. N c� LO PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED rn WITH THE FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT, AND DEVICE E U WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE � a) o Marking Content and Format EXPOSED DURING SERVICE PER NEC690.35(F) T z 0 co ❑ Red Background cn _C LO WARNING ❑ White Lettering u 6 N ELECTRIC SHOCK HAZARD. n Minimum 3/8" Letter Height Q co THE DC CONDUCTORS OF THIS a All capital letters o Y PHOTOVOLTAIC SYSTEM ARE UNGROUNDEDLo ❑Arial or similar font, Non—bold AND MAY BE ENERGIZED El Reflective weather resistant material suitable for the environment (durable adhesive 0 'U rn materials must meet this requirement a_ C J DIRECT—CURRENT PHOTOVOLTAIC POWER o Ul SOURCE; TO BE INSTALLED AT INVERTER PER NEC 690.53 & 690.54 cv Ln MAX INVERTER OUTPUT 3.5KW, 16A, 240VAC N OPERATING CURRENT: 17A OPERATING VOLTAGE: 240V SHORT—CIRCUIT CURRENT: 22.13A n MAX SYSTEM VOLTAGE: 333.31V o � s INVERTER OUTPUT CONNECTION; TO BE INSTALLED AT MAIN SERVICE PANEL PER NEC 2008 690.64 (8)(7) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE MARKING SHOULD BE PLACED ON ALL INTERIOR AND of EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, AND a CABLE ASSEMBLIES, EVERY 10 FEET, AT TURNS AND 0 ABOVE AND/OR BELOW PENETRATIONS AND ALL PV COMBINER AND JUNCTION BOXES. Q U CAUTION: SOLAR=CIRCUIT N J N TO BE LOCATED AT MAIN SERVICE PANEL: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED MAX PV VOLTAGE & CURRENT CALC'S: DC CONDUCTOR AMPACITY CALCULATIONS: RECORD LOW TEMP. ('F): 28 FROM COMBINER BOX TO INVERTER VOLTAGE CORRECTION PER NEC 690,7: 1.12 AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT MAX PV SYSTEM VOLTAGE (PER NEC 690.7): PER NEC 310.15(B)(2)(c): + 22' Vcorrection X Voc X # MODULES IN SERIES EXPECTED WIRE TEMP CC): 41' + 22' a 1.12 X 37.2 X 8 = 333.31V TEMP CORRECTION PER TABLE 310,16: 0.58 # OF CURRENT CARRYING CONDUCTORS: 2 MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a): 1 n! 1.25 X Isc CIRCUIT CONDUCTOR SIZE: 8 AWG Q 1.25 X 8.85 = 11.06A CIRCUIT CONDUCTOR AMPACITY: 55A J 0 > REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): Cf) a 1.25 X 1.25 X Isc X # OF STRINGS 1N PARALLEL 04 M DC CONDUCTOR AMPACITY CALCULATIONS: 1.25 X 1.25 X 8.85 X 2 = 27.66A 8 N ARRAY-TO COMBINER BOX DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 W L N EXPECTED WIRE TEMP CC): 41' TEMP CORR. PER NEC TABLE 310.16 X 00 CONDUIT FELL CORR PER NEC 31015 TEMP CORRECTION PER TABLE 310.16: 0.87 . . (B)(2}(a} X W N # OF CURRENT CARRYING CONDUCTORS: 4 CIRCUIT CONDUCTOR AMPACITY = v CONDUIT FILL CORRECTION PER NEC 310.15(8)(2)(a): .80 0.58 X 1 X 55 = 31.9A CIRCUIT CONDUCTOR SIZE: 10 AWG CIRCUIT CONDUCTOR AMPACITY: 40A Lo N MODULE: LG255S1C-G2 °' REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&9): Voc= 37.2V Vmp= 30.OV E U 1.25X 1.25X Isc = 1.25 X 1.25 X 8.85 = 13.83A Isc= : 25A Imp= TING: o � Pmax: 255W PTC RATING: 226.6W DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 - TEMP CORR. PER NEC TABLE 310.16 X 'o w co CONDUIT FILL CORR. PER NEC 310.15(8)(2)(a) X o q) N CIRCUIT CONDUCTOR AMPACITY = o Cu Co J Lo 0,87 X .$0 X 40 = 27.84A o rn (o U J W a ( o AC CONDUCTOR AMPACITY CALCULATIONS: # OF INVERTERS: 1 > EXPECTED WIRE TEMP CC): 41' c`ni TEMP CORRECTION PER NEC TABLE 310.16: 0.87 CIRCUIT CONDUCTOR SIZE: 10 AWG # OF CURRENT CARRYING CONDUCTORS: 3 N CONDUIT FILL PER NEC 310,15(B)(2)(a): 1 0 z CIRCUIT CONDUCTOR AMPACITY: 40A ° i v REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): 1.25 X MAX INVERTER OUTPUT CURRENT= 1.25X 16 = 20A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: TEMP CORR. PER NEC 310.16 X CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) X Q CIRCUIT CONDUCTOR AMPACITY = U 0.87X1 X40 = 34.8A a O Of I-_ o U M Z O PV-4