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HomeMy WebLinkAboutBREAKWATER STREET 29333_14-00001031 CITY OF 1,A K-E G L,SIIAOR E BUILDING & SAFETY Ar DREAM EXTREMET- '�' 130 South Main Street PERMIT JOB ADDRESS . . . . . 29333 BREAKWATER ST DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR JAUNZEMIS MARCELLA PIERRO CONSTRUCTION 29333 BREAKWATER ST OUT OF TOWN BUSINESS LAKE ELSINORE CA 92530 2613 TEMPLE HEIGHTS DR STE B OCEANSIDE, CA 92056 A. P.# . . . . . 389-581-009 5 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 15 , 000 ZONE . . . . . NA 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 . 50 . 00 . 50 PLAN CHECK FEES 169 . 13 169 . 13 . 00 TOTAL 497 . 98 214 . 23 283 . 75 SPECIAL NOTES & CONDITIONS ROOF MOUNT SOLAR 12 MODULES �-wOaNUE Type: EF Dr °: I 6/0?llq 02 tbeipt rm: 2014 1031 1.00 SM75 T I'TRn Try dtWa 6/02/I4 Tim: I4.-M:q6 City of Lake Elsinore �� Please read and initial �� Building Safety Division - `l.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 strut Dare ..ot intended o vfferwt 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: 04.1 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 making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. ELO1 Temporary Electric Service PLOT Soil Pipe Underground ELO2 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BPO4 Slab Grade PLO). Underground Water Pipe SSOi Rough Septic System SWOT On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 shear wall&Pre-Lath PL03 Rough Plumbing EL03 lRough Electric Conduit J J EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO1 Rough Mechanical ME02 Ducts,Ventilating PLO4 I Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP12 Insulation BP13 Drywall Nailing BPI Lathing&Siding PL99 Final Plumbing EL99 Final Electrical W99 Final Mechanical BP99 Final 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 POO I Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 I Final Pool/spa CI -FY CF RE D R F A N/1 EXT K E NA F 130 South Main Street APPLICATION FOR APPLICAT N` APPLICATI N EC IV D BUILDING PERMIT DATE VALUATION CALCULATIONS �7 BUILD IN ADDRESS � e<= J-�K(,,\J 1st FLOOR SF B_OCK/PAGE LOT/PARCEL TRACT 2nd FLOOR SF NAME J�4�sd1'Z o �'�cr�J C� 3rd FLOOR SF PHONE W MAILING `Z f k w�, �✓ N ADDRESS �30. GARAGE SF STATEIZIP E GITYZ�Gr/__� ✓ J/E1v.�ev c- 4-- q­7 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 if force and effect. SF O LICENSE# � '3i 3 CITY BUSINESS N AND CLASS OTHER: TAX it G ! C T NAME a VALUATION: A MAILING C ADDRESS ' ` /�&16 STATE/ZIP PHONE FEES T CIT/X) �lJ a `�('0(>(.I R CONTRACT GNATU DA"TE BUILDING PERMIT $ -- PLAN CHECK A NAME " LICENSE# PLAN REVIEW , R MAILIN C ADDRESS SEISMIC H CITY STATE/ZIP PHONE ❑ NEW OCC GRP.! CONST. PLAN RETENTION TYPE: ❑ADDITION DIVISION: ❑ALTERAT ION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑APARTMENTS ❑ CONDOMINIUM HAZARD YES 1 certify that I have read this application and state that the NO above information is correct. 1 agree to comply with all city [I TOWN HOMES AREA? 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- ElREPAIR PROPOSED USE OF BLDG: tion pu ses. ❑ DEMOLISH PRESENT USE OF BLDG: ' JOB DESCRIPTION Signature of Applicant or Agent Date Agentfor �j contractor ❑ owner Agents Name , /^" Agents Address Z C' f� ����i�t�i� `����� Jam: 4/24/14 EN P2Wi t no: Street City State Zip 2()14 1031 1P H.N, PffN 1800 14.23 Tram m 176570 CK CHI( M O4.23 Transdate: 4/24/14 Time*. 11AI8;40 CITY of �� _ COMMUNITY DEVELOPMENT LAK—E LSjPIOI-E BUILDING DIVISION DREAM EXTREME PLAN CHECK SUBMITTALS PROPERTY ADDRESS: Contact Person: mil_ ✓� ��®4 Telephone No. CZ 6 73 O Permit Application No: Date 1 st Submittal: Initial lan Checker: t Date returned from lan Check: ' ( Status: o"" ` Date notified Applicant: 7W Date Picked up: Initial: E! Aplicant 4 Date 2„d Submittal: Initial Plan Checker: Date returned from Plan Check: Status: " fi Date notified Applicant' Y &te Picked up: Initial: Applicant Date 3rd 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: U:\Building & Safety\Forms\Planchecklog.doc Created on 8/8/2008 1:51:00 PM �. e �F llR 41 OLAR-HOOF-CHECK b l y.. b COMPANY NAME: PIERRO ROOFING & SOLAR USER: ROBERT PIERRO JOB REPORT DATE: 2014-04-13/REV A CIT JOB NUMBER: 172 JOB NAME: JAUNZEMIS, MARCELLA JOB ADDRESS: 29333 BREAKWATER PER LAKE EL NORE, CA 92350 r sue ' N >. xp. o w 6 exp.06I1� _, Program Version: 2014-04-12:7 Contact: jadams@solar-roof-check.com Phone: 805.215.8665 LOAD COMBINATIONS: ASCE 7-05, IBC 2009 (NOT APPLICABLE IN CA) • Loading Comb. #1: Wind Uplift - 0.6DL Solar at Standoff(Cd=1.6) Zone 2 • Loading Comb. #2: DL Rf+ DL Solar (Cd=0.9). • Loading Comb. #3: DL Rf+ DL Solar + Wind Down (Cd=1.6). Zone 1 • Loading Comb. #4: DL Rf+ DL Solar + Snow (Cd=1.15). • Loading Comb. #5: DL Rf+ DL Solar +.75Wind +.75Snow (Cd=1.6) Zone 1 • Loading Comb. #6: Check Seismic for Sect. 3404.4 Alterations. • Loading Comb. #7: (0.6)(DL Rf+ DL Solar) + Wind Up (Cd=1.6). Zone 1 LOAD COMBINATIONS: ASCE 7-10, IBC 2012 CALIFORNIA, CBC 2013 • Loading Comb. #1: (0.6)Wind Uplift - 0.6DL Solar at Standoff(Cd=1.6) Zone 2 I • Loading Comb. #2: DL Rf+ DL Solar (Cd=0.90) • Loading Comb. #3: DL Rf+ DL Solar + (0.6)Wind Down (Cd=1.6) Zone 1 • Loading Comb. #4: DL Rf+ DL Solar + Snow (Cd=1.15) • Loading Comb. #5: DL Rf+ DL Solar +.75(0.6)Wind +.75Snow (Cd=1.6) Zone 1 • Loading Comb. #6: Check Seismic for Sect. 3404.4 Alterations • Loading Comb. #7: (0.6)Wind Up-0.6(DL Rf+ DL Solar) (Cd=1.6) Zone 1 REFERENCES: NJ, NDS LATEST EDITION Duration Factors Section Modules Size Form Factor Cdwi„d 1.6 S2x2 := 0.563 S4x4 := 7.150 C#zxa 1.5 Cf4x4 1.5 Cd..s,,Ow := 1.15 S2x4 := 3.063 S4x6 := 17.650 Cf2x4 1.5 Cf4x6 1.3 CdDL 0.9 S2x6 := 7.563 S4xs := 30.660 Cf2x6 := 1.3 Cf4x8 1.3 S2x8 .= 13.14 S4x o:= 49.900 Cf2x8 1.2 Cf4xlo := 1.2 Sex,.O:= 21.39 S4x12:= 73.800 Cf2xlO ;= 1.1 Cf4x12 := 1.1 Fb :=1000.00 psi S2x12:= 31.64 Cf2x12 := 1.0 USER INPUT: 1. Ceiling Type 1/2 gyp. Bd. 2. Collar Tie Spacing (if any) (ft.) 0 3. Percent of PV Module Coverage over Roof 15 4. Framing Size 2x4 24 S. Ground Snow (psf) U 6. Sloped Roof Snow Load (psf) 0 7. Lag Screw Diameter (inches) 5/16 8. Lag Screw Embedment (inches) 2_5 9. Overall span (exterior wall to exterior wall) (ft.) 38 10. PV System Weight (psf) 3 11. Sloped Rafter Span (ft.) 6_5 12. Roofing Material Type Curved Tile 13. Roof Mean Height (ft.) 15 14. Roof Slope (degrees) 18 15. Roof Type Truss 16. Sloped Ceiling? No 17. Standoff Max. Average Horizontal Spacing (ft.) 6 18. Standoff Max. Average Vertical Spacing (ft.) 2.75 19. Staggered Standoffs? No 20. Wind Exposure Factor C 21. Wind Speed (mph) 110 22. wr = Weight of RoofType (psf) 9.70 23. wra = Weight of Rafter (psf) 0.70 24. we = Weight of CeilingType (psf) 2.20 25. wcj = Weight of Ceiling Joists (psf) 0.70 26. s = rafter spacing (ft.) 2.00 27. PV Orientation Portrait SLOPED/VAULTED CEILING CARRIED BY THE TOP CHORD/RAFTER: DLtc :_ Roofing+ Plylvd+ FranvngSize + Nfisc + CeilingT-,pe + Insul DLbc := 0 FLAT CEILING—CARRIED BY THE CEILING JOISTS: DLtc :_ Roofing+ Plywd+ FranungSize+ 'Nfisc DLbc := CeIngloist + CeihngT}fie+ Insul v.-DLtc := DLtc x s 25.80 Nv'D be := DLbc x s 6.80 TA = Horizontal spacing x Vertical spacing (sf) 16.50 Toaonraphic Factor Assume Roof is not on top of a hill, bluff, or mountain ridge. 1_0 Sect. 6.5.7.2, pg. 26 CES 1.13 COMPONENTS AND CLADDING: ASCE 7-05: Zone 1: Net Wind Pressure - See Figure 6-3, pg. 42 NA Zone 2: Net Wind Pressure - See Figure 6-3, pg 42 NA Adjustment Factor for Height and Exposure - See Figure 6-3, pg. 44 NA ACE 7-10: Zone 1: Net Wind Pressure - See Figure 30.5-14, pg. 346 19.40 Zone 2: Net Wind Pressure - See Figure 30.5-1, pg. 346 31.90 Adjustment Factor for Height and Exposure - See Figure 30.5-1, pg. 347 1.21 P Zone I up = Net Wind Pressure x Adj. Factor (Psf) = 23.47 Pones up = Net Wind Pressure x Adj. Factor (Psf) = 38.60 PZane,do = Net Wind Pressure x Adj. Factor (Psf) = 16.00 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #1 WIND UPLIFT CONNECTION TO RAFTER- ZONE 2 P := TA x (Pup - .06 x DLsolar x COS(0 x deg) lb. uplift 353.88 d= Diam.lag screws User Input 5 16 t= lb/inch Withdrawal NDS 2005-Tab. 11.2A, pg 68 235.00 e= Threaded embedment into wood User Input 2.50 W= Total withdrawal capacity IN' _ Cd-%Find X t... a 940.00 a o - 265.62 P << If equal to or more than 100% Code Compliant, OK! Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), for any spans (L) listed. a = 3.43 , Rail System =2rail Table 3 (The Moment Factor "a"for a 2 Rail system) Table 3 (The Moment Factor "a"for the Zep system) Staggered Unstaggered Staggered U'nstaggered Length Portrait Landscape Portrait Landscape Length Portrait Landscape Portrait Landscape =4' 4.00 4.00 4.00 2.91 L=4' 5.00 5.00 5.00 5.00 L= 5' 4.00 3.50 3.72 2..50 L=5' 5.00 5.00 5.00 .5.00 L=6' 4.00 3.00 3.43 2.09 L=6' 5.00 5.00 5.00; 5.00 L=7' 3.60 2.84 2.95 1.83 L=7` 4.50 4.50 4.50 4.19 L=8' 3.20 2.67 2.46 1.56 L=8' 4.00 4.00 4.00 3.37 L=9' 3.03 2.59 2.34 1.44 L=9' 4.00 4.00 4.00 3.12 L=10` 2.96 2.50 2.22 1.31 L=10' 4.00 4.00 4.00 2.86 L=11' 2.77 2.25 2.04 1.19 L=11' 4.00 4.00 3.70 2.48 L=12' 167 2.00 1.85 1.07 L=12' 4.00 4.00 3.39 2.09 L=13' 2.61 1.88 1.74 0.90 L=13' 4.00 3.87 3.35 1.98 L=14' 2.55 1.75 1.62 0.92 L_1V 4.00 3.73 3.30 1.87 L=15' 2.51 1.68 1.50 0.86 L=15' 4.00 3.32 2.88 1.78 L=16' 2.46 1.60 1.38 0.81' L=16' 4.00 2.90: 2.46 1.68 L=17' 2.43 1.45 1.31 0.76 L=17' 4.00 2.74 2.36 1.57 L=18' 2.40 1.29' 1.23, 0.72 L=18' 4.00 2.57' 2.25 1.45 L=19' 2.38 1.24 1.17 0.68 L=19' 4.00 2.46 2.18 1.38 L=20' 2.35 1.18 1.11 0.65 L=20' 4.00 2.35: 2.11 1.30 L=21' 2.22 1.14 1.06 0.62 L=21' 4.00 2.28 2.06 1.25 L=22' 2.09 1.10 1.00' 0.59 L=22' 4.00 2.20 2.00 1.20 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #2: PsP := TA : DLSolar 49.50 M -_ i'DL - + P L i , cos{e „ deg) 218.80 t tc, Q sp a 12 Sr ;= Nix 1�-� - - � 1.50 b x('ill)Iy x C'f�x ( i.x C`LS 0o __ << If equal to or more than 204.66 Sr 100% Code Compliant, OK! LOADING COMBINATION #3: ZONE 1 P := TA>_: (pdn + DLSolar cos(6 ;< deg) ,) 205.48 L 518.98 M :_ ivDLtc� ;<:: — + PS ;; — f x cos(8 degj P a , 12 Si- := M x 2.00 Fb x " x ('f�,-x ('t.x:(' "Wind I.S << If equal to or more than 153.39 Sr 100% Code Compliant, OK! LOADING COMBINATION #4 S = Sloped Roof Snow Load (psf) CS = I 0.00 P := TA x (Cy x: S + DLSolar) 49.50 L i 218.80 t1 :— ti DLtc + PSP x cos(8 deg) 12 Sr.. = \lx 1.17 Fb x Cass,,j,x Cfl x C,x C'LS Spy x1i�n a,a << If equal to or more than 261.51 Sr 100% Code Compliant, OK! Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #5: ZONE 1 S = Sloped Roof Snow Load (psf) CS = l 0.00 P := TA 7 5 CS x: S + DLS01ar,l x cos(e x deb) + TA x .7 x pdt, 165.88 M :_ ivDLtc T . - + Psi . � i . cos(e deg) 443.93 s a 1? 1.71 ' 100 << If equal to or more °'o := than 100% Code 179.32 Sr Compliant, OK! LOAD COMBINATION #6: CHECK SEISMIC LOADING: ExistingDL := DLL, + � Talls �NValls :_ 5 psf 21.80 ProposedDL := Existin_gDL + DLsolar" C 22.25 ''� Seise de Propc+SedDL crease := 100 x — NO 2.06 Exi st1ngDL << If equal to or less than 10% increase in seismic load OK! SEISMIC SUMMARY Sect. 3404.3 Alterations (See Exception): The addition of the Solar Panels, meets the following: • The design strength of existing elements required to resist seismic forces is not reduced. • The seismic force to required existing structural elements is not substantially increased. • No new structural elements are being added. • New nonstructural elements are being connected to existing structure per Chapter 16. • Alterations do not create structural irregularities. The alterations do not result in the creation of an unsafe condition. Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #7: ZONE 1 P5 := TA >; pup- O}6 LPL.Solar• cos( b deg) 235.75 12 til_:= N1 r. 1.42 Fb x C'dM;i,,l x Cf4 x Cr x Ct S}_ :: 101l << If equal to or more than 100% Code 215.73 Sr Compliant, OK! LIMITS OF SCOPE OF WORK AND LIABILITY Existing deficiencies which may be readily observable, and conditions which may not be code compliant, or may be in need of repair, or are concealed in any way that is not observable at the time of any inspections, are not included in this scope of work. There is no implication that any visual inspections, by the Solar Company or the Engineer of Record, are intended to be technically exhaustive, or that such inspections indicate that every aspect of every component was analyzed, or that every conceivable deficiency was reported. The calculations do not include an analysis of the overall structural stability, and code compliance of an existing building, nor prediction of satisfactory performance or life expectancy of any existing building. � 4 a S L � L 3 l € � t ti r r F? Fr I � A l � ,5i ems, r Sunmodu1eT"/T" W 250 mono / Version 2.0 and 2.5 Frame World-class quality Fully-automated production lines and seamless monitoring of the process Quauned:tec61215 and material ensure the quality that the company sets as its benchmark for _ Safetyted, V 6173 e IEC 1730 � ravnr:eoa, E� Its sites worldwide. Periodic inspection roocnx��'r. SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. - Intertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in C l� US LISTED LOSE the course of 25 years,a significant added value compared to the two-phase Phute 1t1T1ModWeIP-1 Made In USA warranties common in the industry. In addition, SolarWorld is offering a product warranty,which has been extended to 10years.* ` *in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD www.solarworld.com We turn sunlight into power. SW-02-5001 US 07-2012 Sunmodule;*"TM SW 250 mono / Version 2.0 and 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/M2 NOCT,AM 1.5 SW 250 SW 250 Maximum power Pmax 250 Wp Maximum power P'max 183.3 Wp, Open circuit voltage V.0 37.8V Open circuit voltage Va 34.6V Maximum power point voltage VMPP; 31.1V Maximum power point voltage VMPP 28.5V' Short circuit current Isc 8.28 A Short circuit current Isc 6.68 A Maximum power point current IMP 8,05 A Maximum power point current I-PP 6.44 A •STC:1000W/m2,25°C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25'C:at 200W/m',95% (+/-3%)of the STC efficiency(1000 W/ma)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 46°C Cells per module 60 TC h 0.004%/K Cell type Mono crystalline TCv., -0.30%/K; Cell dimensions 6.14inx6.14in(156mmx156mm),_ TC Pmpp -0.45%/K Front tempered glass(EN 12150) Operating temperature -40°Cto85°Ci Frame Clear anodized aluminum Weight 46.7 Ibs(21.2 kg) 1-V eutves fat Sol eAWd Wriffl sduln i 3W 2W MOOD at 25•tw0temperaw" SYSTEM INTEGRATION PARAMETERS gp = Maximum system voltage SC 11 1000 V` 70 Max.system voltage USA NEC 600 V y g y.A• Maximum reverse current 16 A' so uw w. �u omwto Number of bypass diodes 3 413 �d '�""��'"' 113 psf downward asrh«' ULDesign Loads* Two rail system 64 psf upward' `y psf downward fro w='-'v- •. ULDesign Loads* Three rail system 170 p ot� ��< 64 psf upward o as sp so- 40 113 psf downward m mNi IEC Design Loads* Two rail system 50 psf upward 'Please refer to the Sunmodule installation instructiohs for the details associated with these load cases. r x4 37.44(951) ADDITIONAL DATA Power tolerance') -0 Wp/+5 Wp 11.33(288) 1-Box IP65 Connector MC4 - Module efficiency 14.91 Fire rating(U L 790) Class C 41.30(1050) 0.6(15.3) 0.6(15.3) Version 2.Sframe 65.94(1675) bottom mounting N holes N .5(12.65fq 0.6 15.3 VERSION 2.0 FRAME VERSION 2.5 FRAME 6x4 Compatiblewith"Top-Down" Compatible with both"Top-Down" 4.20(107)t mounting methods and"Bottom"mounting methods 1 I I JrGrounding Locations: JrGrounding Locations: 39.41(1001) -I 4 corners ofthe frame 4 corners ofthe frame 1.22(31) 4 locations along the length of the module in the extended flanges --__ __.....:................................ __,_,_ :..., w. - _.. __......_... . 1)Sunmodules dedicated for the United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory.The laboratory may vary by product and region.Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). 3)All units provided are imperial.Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. V, ds -Au A� ti ME Ui Certified Irindvative Powerful flexible •UL 1741 and 16998 compliant Secure Power Supply provides ,91,2%maximum efficiency -Two MPP trackers provide •Integrated AFCI meets the require- daytime power in case of Wide input voltage range numerous design options ments of NEC 2011690.11 grid outage •Shade management with OpfiTrac -Extended operating GIo6al Peak MPP tracking temperature range SUNNY BOY 3000TL-US/ 3800TL-US/4000TL-US/ 5000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US represents the next step in performance for UL certified inverters. Its transformedess design means high efficiency and reduced weight.Maximum power production is derived from wide input voltage and operating temperature ranges.Multiple MPP trackers and OptiTracTm 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 .ASSEMBLED ..- J IN THE USA=— P`.is 4 S Y f 9 ,y 3b 4LL •'� � 4 �l 1-;F 55 rYyY �Y. A NEW GENERATION OF INNOVATION THE NEW SUNNY BOY TL- Transformerless design Increased energy production US RESIDENTIAL SERIES HAS The Sunny Boy 3000TL-US / 3800TL-US/ OptiTraem Global Peak, SMA's shade YET AGAIN REDEFINED THE 4000TL-US/5000TL-US are transformedess tolerant MPP tracking algorithm, quickly CATEGORY. inverters,which means owners and installers adjusts to changes in solar irradiation, benefit from high efficiencyand lowerweight. which mitigates the effects of shade and A wide input voltage range also means the results in higher total power output. And, inverters will produce high amounts of power with two MPP trackers,the TL-US series can under a number of conditions. ably handle complex roofs with multiple orientations or string lengths. Additionally, transformerless inverters have been shown to be among the safest string An extended operating temperature range inverters on the market.An industry first,the of -40 °F to +140 °F ensures power is TL-US series has been tested to UL 1741 and produced in all types of climates and for UL1699B and is in compliance with the arc longer periods of time than with most fault requirements of NEC 2011. traditional string inverters. Secure Power Supply Leading monitoring and control solutions One of many unique features of the TL-US residential series is its innovative Secure The new TL-US residential line features Power Supply ability. With most grid-tied more than high performance and a large inverters,when the grid goes down,so does graphic display.The monitoring and control the solar-powered home. SMA's solution options provide users with an outstanding provides daytime energy to a dedicated degree of flexibility. Integrated Zigbeeo, power outlet during prolonged grid outages, a wireless communications standard often providing homeowners with access to power used for home energy management, and as long as the sun shines. numerous wired options allows for a highly controllable inverter and one that can be Simple installation monitored on Sunny Portal from anywhere on the planet via an Internet connection. As a transformerless inverter, the TL-US Whether communicating through Zigbeeo, residential series is lighter in weight than RS485,or SMA's new wired,plug-and-play it's transformer-based counterparts, which WebConnect, installers can find an optimal makes lifting and transporting the new solution to their monitoring needs. inverter easier than before. A new wall mounting plate features anti-theft security and makes hanging the inverter quick and easy.A simplified DC wiring concept allows the DC Disconnect to be used as a wire raceway,saving labor and materials. The new 38OOTL-US model allows installers to maximize system size and energy production for customers with 100 A service panels. I LA More efficient Shade management Easier Broad temperature range Secure Power Supply Flexible communications ` `'- --- --------- - ---- Efficiency curve SUNNY BOY 5000TL-US t -- - ------- Accessories 98 Speedwire/1Nebconned RS485 inferfarce ' inledace 1 DM485CWS-10 96 SWDM-US-10 94 r 92 97Fan lat 90 v; FANKIT02-10 9548a6 V_M 0.0 02 04 06 oa t0 •Standard feature O Optional feature -Not available Output power Rated power Data at nominal conditions Technical data Sunny Boy 3000TL-US Sunny Boy 3800TL-US Sunny Boy 4000TL-US Sunny Boy 500OTL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC Input(DC) Max.DC power(0 cos T=1) 3200 W 4200 W 4200 W 5300 W Max.DC voltage 600 V 600 V 600 V 600 V Rated MPPT voltage range 175-480 V 175-480 V 175-480 V 175-480 V MPPT operating voltage range 125 V-500 V 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 125 V/150 V Max.input current/per MPP tracker 18 A/15 A 24 A/15 A 24 A/15 A' 30 A/15 A Number of MPP trackers/strings per MPP tracker 2/2 Output(AC) AC nominal power 3000W 3330 W 3840 W 4000 W 4550 W 5000 W ` Max.AC apparent power 3000 VA 3330 VA 3840 VA ' 4000 VA 4550 VA 5000 VA Nominal AC voltage/adjustable 208 V/• 240 V/0 208 V/• 240 V/s 208 V/0 240 V/• 206 V/# 240 V/• AC voltage range 183-229 V 211-264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V a AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz j'59.3-60.5 Hz 60 Hz/59.3-60.5 H. Max.output current 15 A 16 A 20 A 22 A Power factor(cos wJ I 1 I I Output phases/line connections' 1/2 1/2 1/2 1/2 Harmonics <41 <4% <4% <A Efficiency Max.efficiency 96.8% 97.1% 96.8% 97.2% 96.8% 97.2% 96.8% 97.1% CEC efficiency 96% 96.5% 96% 96.5% 96%` 96.5% 96% 96.5 Protection devices DC disconnection device • < DC reverse-polarity protection • �' Ground fault monitoring/Grid monitoring 0/0 AC short circuit protection • All-pole sensitive residual current monitoring unit • `_ Arc fault circuit interrupter(AFCI)compliant to UL 1699E _ Protection class/overvoltage category 1/iV General data Dimensions(W/H/D)in mm(in) A90j519j185'(19.3j20.5j7.3) c N DC Disconnect dimensions(W/1i/D)in mm(in) 187/297/190 (7.4/11.7/7.5) j a Packing dimensions(W/H/D)in mm(in)' 617 j 597/266 (24.3/215/10.5) _ DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.01 ° Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (81bJ 7i Packing weight/DC Disconnect packing weight 27 kg (60 lb)/3.5 kg (8lb) 6.9 Operating'temperature range -40°C..+60"C (-40°F +140"F) E Noise emission(typical) s 25 dB(A) <25 dB(AJ <25 dB(A) <29 dB(A) Internal consumption at night <1 W <1 W <1 W <1 W Topology'; Transformerless Transformerless Transformerless Transformerless Cooling concept Convection Convection Convection Convection Electronics protection rating NEMA 3R NEMA 3R NEMA 3R NEMA 3R WC Features Secure Power Supply • • • • Display.graphic •r # • • Interfaces:RS485/Speedwire/Webconnect 0/0 0/0 0/0 0/0 Interface 7igBee 0' 0 0 0 Warranty.'10/15/20 years 0/0/0 0/0/0 0/0/0 •/O/O Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Pori 15(Class A&8),CAN/CSA C22.2 107.1.1 NOTE:US inverters ship with gray lids Type designation SB 300OTL--US-22 SB 3800TWS-22 SB 4000TL-US-22 SB 5000TL.US-22 Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC 1 � Mounting systems for solar technology solar system <ty CROSSRAIL MAIN COMPONENTS CROSSRAIL ACCESORIES Below are the parts to assemble the Everest CrossFail system CrossRail 48 Enphase 21 S Mounting Kit Cros,Rail Material;Aluminium Material:Aluminium Length.161.42" L-foot w/T-Bolt and Flange Nut (CR 481 End Cap for CrossRail 48 L-Foot Material Alum:nutn Material-g=ass f,bee reinforced polyamid Hardware Material:Stainless Steel 'r Bolt 28/15 M10 Hex Flange Nut,Serrated M10 ......... ...... _... ..... .... ......... _... Rail Connector Set CrossRail 48 Omega Wire Management Clip Mat-al,Almntlnlum Spfce Material polyamid,black '..;' Ha ware.Stainless Steel _. .... .._... .. _........ _..... Burndy WEEB Lug 8.0 `N Module End Clamp Set Material:alumn— .. Meter al.Aluminium Clamp ......... _.._ _.._._ .._. __... .. Hardware:Stainless Steel Burndy WEEB Lug 8.0 Hardware Only ......... ........... ......... _....... ........ ............... Material,Stainless Steel For attching Bandy WEER Lug 8.0 to Cross Rail 48 Module Middle Clamp Set molt 2sn 5 M20 Hex Flange Net,Serrated 20 Material:Aluminium Ham—,e.Stainless Steel _...._. Burndy KMC WEEB Clip Material:stainless Steel Dark Module End Clamp Set Use with Everest Mid Clampsto Bond Modules to the CrossRail 48 Material:alumnium Dark Module Middle Clamp Set Maier al,—mini—no EVEREST SOLAR SYSTEMS CROSSRAIL PITCHED ROOF SOLUTION ASSEMBLY: STEP BY STEP ROOF ATTACHMENT/FLASHING ATTACH MODULES WITH END CLAMPS Install the appropriate roof attachments and flas- Everest Solar supplies End Clamps preassembled hings according to the manufactures installation ins- with the universal MK2 Slot Nut for fast,easy ins- tructions(e.g.Quickmount PV Composition mount). tallation.To attch the End Clamps to the CrossRail, Ensure the waterproofness of the roof observing all insert the MK2 Slot Nut into the CrossRail 48 by applicable laws,regulations,ordinances and codes. pulling up on the plastic tab then rotating clockwise Ensure that the structiral roof attachments points by 90 degrees. are in the right position according to your structural in calculations for the CrossRail system. Never mount end clamps directly on the rail joint or end of the rail! There must be at least 1"(20 mm) Materials required:appropriate roof attachments from end clamp to the end of the rail. and flashings Attach modules and position the clamps on the mo- dule according to the manufacturer's instructions. L•FOOT TO ROOF ATTACHMENT The Contractor shall verify that the mounting inst- ructions of the module manufacturer are followed! 11 Place the L-Foot on top of the roof attachment with Module End Clamp Tightening Torque;10.3 Ibf-ft the long leg of the footfacing the roof ridge.Tighten (14 Nm). the hardware(e.g.bolt and nut)according to the Materials required:End Clamp Set manufacturer's instructions through hole on the bottom flange of the L-Foot. Materials required:Everest L-Foot,attachment ATTACH MODULES WITH MIDDLE hardware by 3rd party roof attachment supplier. CLAMPS I` 1 Everest Solar supplies Mid Clamps preassembled with the universal MK2 Slot Nut for fast,easy ins- tallation. To attch the Mid Clamps to the CrossRail, ATTACH CROSSRAIL 48 TO THE L-FOOT insert the MK2 Slot Nut into the CrossRail 48 by pulling up on the plastic tab then rotating clockwise by 90 degrees. Place the CrossRail on the high side of the L-Foot facing the roof ridge. Insert the T-Bolt through ` Attach modules and position the clamps on the mo- the L-Foot slot and into the lateral channel of the 'J dule according to the manufacturer's instructions. CrossRail 48.Turn the T--Bolt clockwise making sure The Contractor shall verify that the mounting!nst- that the groove mark on the end of the T-bolt is ;� �, ructions of the module manufacturer are followed verticle.Put the appropriate self-locking Hex Flange Nut onto the T-Bolt,adjust the height of the rail Module Mid Clamp Tightening Torque;10.3 Ibf-ft and tighten the nut with a torque wrench using a (14 Nm). torque 25.8 Ibf-ft(35Nm)for M10. Ensure that the Materials required:Middle Clamp Set top of the CrossRail 48 is located above the top of the L-Foot. Verify that the groove mark on the end of the T-Bolt is verticle,otherwise disassemble and Al OPTIONAL: END CAP ASSEMBLY repeat this step. Due to thermal expansion,we recommend a ther- Push the pins of the CrossRal 48 end cap into end mal break after(20 m),but no further than(24.4 of the rail. m).The minimum separation between the two rails is 1.25"to 2"(3-5 cm). Materials required:CrossRail 48 End Cap Materials required:CrossRail 48,T-Bolt M10,self- locking nut M10 Im -4 ACCESSORY ASSEMBLY RAIL CONNECTOR ASSEMBLY ENPHASE 215 MOUNTING KIT I r II Align the two rail ends next to each other(Rail Everest Solar supplies the preassembled hardware Joint). Slide the Rail Connector on to the rails from to attach the Enphase 215 with the universal MK2 below aligning the middle of the Rail Connector Slot Nut for fast,easy installation. To attch the en- near the Rail Joint. Connect the Rai l Connector phase mounting kit to the CrossRail,insert the MK2 to each rail using 2 T-bolts,4 T-Bolts total,and 4 Slot Nut into the CrossRail 48 by pulling up on the self-locking nuts. The rail joint may not be in the plastic tab then rotating clockwise by 90 degrees. range of the L-Foot or roof attachment.Tightening torque:25.81bf-ft(35Nm)for M10 hardware. Materials required:Enphase Mounting Kit Materials required:Rail Connector Set(includes - Optional:8urndy KMC WEER Clip - hardware) OMEGA WIRE MANAGEMENT CLIP Install the Omega Wire management clip to the CrossRail 48 by pinchingthe end of the clip and inserting the ends into the side c-channel slot of the CrossRail 48. C—Rall Tech,lsches PS I US310213 ^,s sh b tut so r�� S,s en.s .�- The CrossRail System is simple and fast Everest Solar Systems, LLC " """"' o,er„ a to install. Please contact us for further 3809 Ocean Ranch Blvd. assistance: Suite 111 SERVICE-HOTLINE +1 760.301.5300 Oceanside, CA 92056 Tel. +1.760.301.5300 info@everest-solarsystems.com www.everest-solarsystems.com x October 7,2013 Everest Solar Systems,LLG 3809 Ocean Ranch Blvd,Suite I I I Oceanside,CA 92056 " Attn:Andy Neshat - • - RE: CrossHook PV Panel Mounting System Evaluation } To whom it may concern: Per your request,Moment Structural Engineering Group has performed a comprehensive structural analysis of the Everest Solar TileHook 3S Solar PV Mounting System. When installed per the conditions and design criteria described herein,the TileHook 3S Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Note that this report supersedes any previous analyses of the TileHook 3S system. Design Reference Documents 0 2010 Triennial Edition of Title 24,California Code of Regulations(2010 CBQ Based on 2009 International Building Code and 2009 International Residential Code o ASCE/SEI 7-05-Minimum Design Loads far Buildings and Other Structures o AF&PA-NDS 2005-National Design Specification for Wood Construction 0 2010Aluminum Design Manual,by the Aluminum Association o Load test data provided by K2 Systems International o Section and materials data provided by K2 Systems International Overview The TileHook 3S roof mounting system consists of extruded aluminum supports and bases providing points of attachment for a PV assembly to an existing structure. Attachment of the TileHook mounting system to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Fastener withdrawal forces and/or deflection of the hook assembly limit the allowable loading for the apparatus for all load cases. Refer to the figures in the appendix to this document for recommended configurations based on these parameters. Installation Notes The following guidelines apply to all installations using the TileHook system: • TileHook bases require anchorage with two 5/16"diameter stainless steel lag screws into existing framing. Minimum depth of thread embedment is eight times the screw diameter. • Refer to manufacturer guidelines for installation of panel support rails and connective hardware. The use of hot dipped galvanized or stainless steel fasteners is advised. moment STRUCTURAL ENGINEERING GROUP,LLC. 10530 Warwick Ave,Suite C5 Fairfax,VA 22030+Phone:703-998-23500 Web:www.mseguc.com S TILE HOOK 3S MOUNTING SYSTEM EVALUATION Oct 7,2013•PAGE 2 OF 3 • Install TileHook 3S assembly with sufficient clearance under hook to prevent deflection of assembly into roof tile. • Refer to allowable loading table and load-deflection chart for recommended design values. Note that withdrawal or permanent deformation of hook can occur if recommended values are exceeded. Summary This assessment has provided design validation for code-compliant installations of the TileHook 3S mounting system. For the configurations and design loadings noted previously, the attached represent the maximum allowable loads and recommended deflections. For all other configurations,refer to Everest Solar Systems for engineering support This report does not provide analysis of any existing structures, as may be required by the local authority having jurisdiction. We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis,please feel free to contact us by phone or email. est egar pfES to q CID * xp,12 3 $ FOP- o .�C, ct' CIVl4 OF CAt-���Q Shawn P.Kelley.P. . Principal moment STRUCTURAL ENGINEERING GROUP,LLC. spkelley@m segllc.com moment STRUCTURAL ENGINEERING GROUP,LLC, 10530 Warwick Ave,Suite C5•Fairfax,VA 22030 0 Phone:703-998-23509 Web:www.msegIIc com 3 3 TILE HOOK 3S MOUNTING SYSTEM EVALUATION Oct 7,2013•PAGE 3 OF 3 i Figure 1:TileHook 3S-Allowable Loading Allowable load Recommended load (stress-limited) (deflection-limited)* lbs. lbs. Uplift 279 _ N/A Downforce 1097 486 Lateral 400 201 i Figure 2:TiieHook 35:Load-Deflection Diagram 700 s Downforce 600 Uplift 500 Lateral Recommended values 400 300 200 - 100 f!, -0.50 -0.40 -0.30 •0.20 -0.10 0.00 0.10 0.20 0.30 0.40 0.50 -100 Deflection(in) r -200 a ✓' C .a ,r r A -300 -400 f. -500 Notes: Calculation of design loads to Tileliook 3S should be based upon equations and factors of the 2010 CBC and ASCE 7-05. Allowable loading to bracket governed by fastener withdrawal. Recommended loading based on YV downward deflection of hook Project designer to determine if site conditions permit the use of alternative deflection limits.Anchorage calculations are based on 5/16"diameter stainless steel lag screws with 8D minimum thread embedment into existing Douglas Fir roof framing(SG=0.50). Allowable uplift loads on fasteners include a load duration factor of 1.6 for loads combinations including wind effects. moment STRUCTURAL ENGINEERING GROUP,LLC. 10530 Warwick Ave,Suite C5 0 Fairfax,VA 22030 0 Phone:703-998-23500 Web:www.msegllc.com NDY Washer, Electrical Equipment Bond WEEB INSTALLATION INSTRUCTIONS For Everest Solar CrossRail 36 and CrossRail 48 Mounting Systems Only Please read carefully before installing. Burndy LLC recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. WEEB-KMC WEEB-LUG-8.0 L 467 CAN CSA-C22.2 No. 41 cOOTus Products are tested to U / US/ Canadian standards for safety grounding and bonding equipment. Intertek 3098177 Document Number 104-0404-000104-000 ujiLe ©2012 BURNDY LLC. HUBMW", Page 1 of 6 WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminum, galvanized steel, steel and other electrically conductive metal structures. All installations shall be in accordance with NEC requirements in the USA and with CSA C22.1 in Canada. The WEEBs are for use with modules that have a maximum fuse rating of less than 25A. Certain module frames do not have enough structural strength to withstand the force required to embed a WEEB. These frames will deform and therefore not allow sufficient penetration of the WEEB teeth. The general requirements for minimum module frame thickness of"boxed"type module frames are illustrated below. For more information regarding module compatibility, please see the technical documents section of our website. M8 Socket Cap Screw Everest Solar M8 Serrated Mid Clamp Belleville Washer Anodized aluminum PV module frame Compression Spring WEEB-KMC n Everest Solar Slot Nut with Clip NO LESS THAN 3.00 mm NO GREATER THAN 8.50 mm NO THINNER THAN 1.50 mm Note: Inspect each module frame used with a WEEB to ensure that the bottom mounting face of the frame is flat, and that there are no hindrances to embedding WEEB teeth. Do not use a module with a frame that prevents the WEEB teeth from embedding fully. if 11 1 I Document 2012 BURNDY LLC 0104-000 BURNDY®L e Page 2 of 6 SYSTEM OVERVIEW OF EVEREST SOLAR SYSTEM USING CROSSRAIL 36 When position of solar modules is finalized, torque fasteners to 12ft-Ib/16.3N-m using Penetrox-A on threads. Assemble WEEB-LUG-8.0 assembly using M8 T-Bolt and Flange Nut. Torque fasteners to 10ft-Ib/13.5N-m using Penetrox-A on threads. Lay in equipment ground conductor and torque bolt to 7ft-lb/ 10N-m Important notes: 1. Use general purpose anti-seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage". 3.WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Document Number 104-0404-000104-000 BURIVDY° WILey ©2012 BURNDY LLC. Page 3 of 6 SYSTEM OVERVIEW OF EVEREST SOLAR SYSTEM USING CROSSRAIL 48 When position of solar modules is finalized, torque fasteners to 12ft-Ib/16.3N-m using Penetrox-A on threads. Assemble WEEB-LUG-8.0 assembly using M8 T-Bolt (with an M10 T-Bolt Head) and Flange Nut. Torque fasteners to 10ft-lb/13.5N-m using Penetrox-A on threads. Lay in equipment ground conductor and torque bolt to 7ft-lb/ 10N-m Important notes: 1. Use general purpose anti-seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage". 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. N a w Documen©2012 BURNDY LLC 0104-000 4° BURNDT Page 4 of 6 WEEB-KMC LAYOUT EVEN NUMBER OF MODULES IN ROW Ef- EE X DENOTES PLACES TO INSTALL WEEB-KMC C X R = 4 X 1 WEEB-KMC NEEDED = C X R = 4 X 1 = 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-KMC C X R = 5 X 1 WEEB-KMC NEEDED = [C +11 X R = [5+1] X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. W I L e LJ Document ©2012 BURNDY LLC 0104-000 BURNDY" Page 5 of 6 SPLICE KIT ASSEMBLY FOR CROSSRAIL 36 Everest Solar CrossRail 36. Copper Cable. Everest Solar Connector for CrossRail 36. WEEB-LUG-8.0 fastened on the CrossRail 36 using M8 T-Bolt and Flange Nut. Torque fasteners to 10ft-Ib/13.5N-m using Penetrox-A on threads. SPLICE KIT ASSEMBLY FOR CROSSRAIL 48 Everest Solar CrossRail 48. Copper Cable. Everest Solar Connector for CrossRail 48. WEEB-LUG-8.0 fastened on the CrossRail 48 using M8 T-Bolt (with an M10 T-Bolt Head) and Flange Nut. Torque fasteners to 10ft-Ib/13.5N-m using Penetrox-A on threads. Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 1-603-647-5299 (International) WILeDocumen©2012 BURNDY L C 0104-000 ° BURNDT Page 6 of 6 S ITE PLAN _ NOTES: 1) 3.0 KW SOLAR PHOTOVOLTAIC SYSTEM Q SCALE. = 1 / 1 6 — 1 (1) SMA AMERICA:SB3000TL-US INVERTER, (12) SOLARWORLD:SW250-MONO MODULES, TO BE INSTALLED BY R.E. PIERRO CL # CA CL# 733173 ON RESIDENTIAL STRUCTURE. • A LADDER SHALL BE SET-UP AND 2) THIS PROJECT SHALL COMPLY WITH THE 2011 NEC a READY FOR THE INSPECTOR AT TIME OF 2013 CEC, 2013 CBC, 2013 CIVIC, 2013 CPC AND IS OF INSPECTION. SUBJECT TO FIELD INSPECTION BY THE CITY. (E) PROPERTY LINE • ALL EXPOSED CONDUIT SHALL BE z m PAINTED TO MATCH EXISTING 3) ROOF STRUCTURE: 2x4 PRE-FAB TRUSSES @ 24 o N 9 limo OC, CURVED CONCRETE TILE ROOF. b o� • SMOKE AND CARBON MONOXIDE i�isj pp � � DETECTORS SHALL BE INSTALLEDPER 4) THIS SYSTEM WILL NOT BE INTERCONNECTED D 4 i CRC R314 & R315 UNTIL APPROVAL FROM THE LOCAL JURISDICTION z v ' AND THE UTILITY IS OBTAINED. o (E) RESIDENCE �� �. ., � 5) THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM o .., Approved BY: WITH NO STORAGE BATTERIES. w J 6) THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL # Date' _' - - NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR W CAL—FIRE 3' PATHWAY BUILDING ROOF VENTS. 7) IF THE EXISTING MAIN SERVICE PANEL DOES NOT w HAVE VERIFIABLE GROUNDING ELECTRODE, IT IS THE /—(N) ARRAY AR-01 CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. Y 8) EACH MODULE WILL BE GROUNDED USING THE SUPPLIED CONNECTIONS POINTS IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTALLATION �-AKE eLS, INSTRUCTIONS. Ajoj?e 9)SOLAR MODULES MOUNTED TO STRUCTURE USING w W o EVEREST CROSSRAIL RACKING. SYSTEM WEIGHT.3 z W N LBS/FT2 w (n O1 10)WIND SPEED: 110 MPH 3-SEC GUST. EXP "C" � " ,c;,hm t Tena Gana e. ho " K� L FMH.y Ld modlesdrwl V1 Y o ^(0 Y31 W w n H Q N pli h°rr l!1 (E) DRIVEWAY Lvkef�k ,� Erc.^.n,x a t}.wi;, >� z C!] W e Z)cnw rro ri 5• � � — N .s - .. i nrk tr z � aat,Sa rt p ii5ay� , (N) CONDUIT RUN x� s� �. ; M (EXTERIOR) VICINITY MAP p SYSTEM INFORMATION MAGNETIC TRUE � ° Lu (N) INVERTER WITH ARRAY PITCH ORIENTATION ORIENTATION a a INTEGRATED DC DISCONNECT p �C.IC. AR-01 19° 124° 1370 w (EXTERIOR WALL) D Q- c;)'� TABLE OF CONTENTS W PAGE # DESCRIPTION ° s (E) SERVICE ENTRANCE � PV-01 SITE PLAN & MAIN PANEL �P PV-02 MODULE LAYOUT & MOUNTING DETAIL (EXTERIOR WALL) Q� PV-03 ELECTRICAL DETAIL SUPPL. SPECIFICATIONS j JAUNZEMIS a MODULE LAYOUT 8c MOUNTNIG DETAL AR-01 3' 19'-8" 6'-5" SOLAR MODULE u 6' MODULE END CLAM z v o a O M Lu CONNECT L—FOOT d U Lu F_ Ln 5 ... ._ 1 O M W O U 0a in L—FOOT W V ROOF DECKING EVEREST "i ; U CROSSHOOK 3S EVEREST CONNECT SOLAR MODULE TO STRUCTURE AS PER 5/1 6" X CROSSRAIL N MOUNTING DETAIL 3- 1 /2" LAG M 1 WATERPROOF RAIL z m LL aroY 2.5" MIN. ADHESIVE OR N g » EMBEDMENT EQUIVALENT SOLAR MODULE 5 Q � NOTES: QpoFESS� 1 12,; M ROOF FRAMING SOLARWORLD:SW250-MONO ��,���5 A•A ,q 9� Exp 250W MODULES 65.16" X 38.94" X 1 .54" i ' y o o USE EVEREST CROSSRAIL RACKING. w ;No.S1672 r" a a MAXIMUM 6' SPAN, 0� eXP•06/15 ; LiM e SYSTEM WEIGHT: s� sTRU Tv�P� �Q w 3.0 LBS/FT2 �TFoFCAL�F°�� INSTALLER TO VERIFY RAFTER SIZE, SPACING AND UNSUPPORTED SPAN AND NOTIFY E.O.R. EVEREST CROSSRAIL RAIL = OF ANY DISCREPANCIES BEFORE PROCEEDING. ROOF STRUCTURE: N 2x4 PRE-FAB TRUSSES @ 24"OC MOUNTING DETAIL E WITH 6.5' MAX UNSUPPORTED SPAN a JAUNZEMIS ELECTRICAL DETAIL 120/240 VAC SINGLE PHASE SERVICE 3/4" EMT OR EQUIVALENT: 100 AMP MAIN BUSSING (2) 10 AWG THHN/THWN-2 CONDUCTORS 3/4" EMT OR EQUIVALENT: 100 AMP MAIN BREAKER (1) 10 AWG THHN/THWN-2 NEUTRAL (2) 10 AWG THHN/THWN-2 CONDUCTORS (1) 8 AWG THHN/THWN-2 GROUND (1) 8 AWG THHN/THWN-2 GROUND MAR CAUTION : MIN CONDUCTORS EXPOSED TO FREE AIR: o SMA AMERICA:SB300OTL-US (2) 10 AWG PV WIRE CONDUCTORS 15 POWER TO THIS BUILDING IS (1) 8 AWG BARE COPPER GROUND m 3000 WATT INVERTER AND In 0 o FUSED DISCONNECT ASSEMBLY z m JUNCTION BOX ALSO SUPPLIED FROM THE o E� COOTINVE E FOLLOWING SOURCES WITH ° M 20 AMP PV AC OUT (12) SOLARWORLD:SW250-MONO MODULESNVE w N BREAKER DC IN IN (1) STRINGS OF(12) MODULES EACH DISCONNECTS AS SHOWN ° J U Q U 454 VDC:EXPECTED OPEN CIRCUIT STRING VOLTAGE Ui NEUTRAL BUS n.,. SOLAR PANELS LOAD RATED DISCONNECT TO ON ROOF GROUND ISOLATE INVERTER FOR Bus SERVICE ni FACILITY GROUND - CONNECT DIRECTLY TO THE EXISTING G.E.C. BY IRREVERSIBLE MEANS INVERTER WITH ELECTRICAL NOTES: INTEGRATED DC SERVICE ENTRANCE& DISCONNECT MAIN PANEL Lu U.1 In 1. GROUNDING WIRE WIL ED DIRECTLY TO FACILITY GROUND z �N 2. ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O11 NEC 250 29333 BREAKWATER STREET 2 CY a 3. MODULE INTERCONNECTIONS WILL BE MADE WITH 10 AWG RHW/USE-2 WIRE. w �W 4. ARRAY CONDUCTORS ARE SIZED FOR DERATED CURRENT PER STRING Ln Y a 8.28 AMPS SHORT CIRCUIT CURRENT -- �! a WARNING-Dual Power Sources w w to 125% DERATING FOR EXTREME IRRADIANCE CONDITIONS Second source is photovoltaic system CAUTION: SOLAR Solar DisconnectIF DC Disconnect z m W (NEC 690-8 (a)) LABEL PLACEMENT ELECTRIC SYSTEM Q m Y 125% DERATING, CONTINUOUS PHOTOVOLTAIC SOURCE CURRENT MAIN PANEL NEAR METER ( ( )) CONNECTED WARNING-Electrical _#iock Hazard WARNING-Electrica hock Hazard N NEC 690-8 b WARNING INVERTER OUTPUT CONNECTION DO NOT TC) RMINALS DO NOT T ERMINALS`. �; xi 156% TOTAL DERATING (COMBINATION OF ABOVE) DO NOT RELOCATE THIS LABEL PLACEMENT Terminals on b t,a and Load sides 12.9 AMPS TOTAL CAPACITY OVERCURRENT DEVICE MAIN PANEL NEXT TO METER Terminals on t ne and Load sides (ONLY FIRE DEPT REQUIRED) (AMPS TOTAL CAPACITY = STRING SHORT CIRCUIT CURRENT MULTIPLIED ALABELEAKEEMEN may be energ' ad in the Open Position. Q s AC BRREAKER may be energ.zed in the Open Position. 5 \ m BY TWO ABOVE DERATES 1.25 X 1.25 X SHORT CIRCUIT CURRENT) (INSIDE OR FRONT OF PANEL) I CAUTION: SOLAR CIRCUIT AC DISCONNECT, WARNING-Electric Shock Hazard AcwscONNECT,NEAR BREAKER M 5. INVERTER PROVIDES NECESSARY GROUND FAULT PROTECTION AS REQUIRED (FRONT OF PANE DEAD FRONT) DC VOLTAGE IS ALWAYS PRESENT WHEN BY 2011 NEC 690.5 GROUND FAULT PROTECTION. No user serviceable parts inside SOLAR MODULES ARE EXPOSED TO SUNLIGHT Contact authorized servicer for assistance LABEL PLACEMENT CONDUIT, 6. PHOTOVOLTAIC SYSTEM HAS CONDUCTOR BONDED TO GROUND IN INVERTER LABEL PLACEMENT ]UNCTION/PULL BOXES LABEL PLACEMENT o AC DISCONNECT, DC DISCONNECT, w AS REQUIRED BY 2011 NEC 690.41 SYSTEM GROUNDING, AND 690.42 POINT OF COMBINER NVERTER BOX COMBINER BOX SYSTEM GROUNDING CONNECTION. a a 7. WHERE DC PHOTOVOLTAIC OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING SYSTEM CHARACTERISTICS MODULE CHARACTERISTICS F THEY SHALL BE CONTAINED IN A METALLIC RACEWAY OR ENCLOSURE (MARKED STICKER "CAUTION SOLAR CIRCUITL CAUTION DC CIRCUIT EVERY 5 ) FROM THE POINT SOLARWORLD:SW250—MONO 250 Watts o 0 OF PENETRATION TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS - System Size 3.0 kW s P 2011 NEC 690.31 (E). SHALL BE PERMITTED TO HAVE A DC DISCONNECT System Open Circuit Voltage 523 V Open Circuit Voltage 37.8 V LOCATED AT A REMOTE LOCATION FROM POINT OF ENTRY. 8. USE UL APPROVED BONDING FITTINGS AT ALL CONDUIT/BOX JUNCTIONS. Open Circuit Voltage: (NEC 690.7) 42.7 V M System Operating Voltage 373 V o 0 9. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 Max Power Voltage 31 .1 V 10. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 Max Allowable DC Voltage 600 V Short Circuit Current 8.28 Amps a System Operating Current 8.3 Amps JAUNZEMIS Isystem Short Circuit Current 11 Amps Short Circuit Current: (NEC 690.8(A)(1)) 10.4 Ames r