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14-0709 (SOL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000709 Property Address: 48690 VISTA APN: 649 -570 -006 - Application description: SOLAR Property Zoning: LOW DENSITY Application valuation: 23462 Applicant: coresv�wwN..- ESTRELLA RESIDENTIAL Architect or Engineer: 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions.of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B C10 C46 License No.: 9100836 - \ T Date: P31 I L4 Contractor: OWNER -BUILDER DECLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of. Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 1 am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: WILLENS WILLIAM 48690 VISTA ESTRELLA LA QUINTA, CA 92253 Contractor: RENOVA ENERGY CORP 75181 MEDITERRANEAN AVENUE PALM DESERT, CA 92211 (760)568-3413 Lic. No.: 910836 VOICE (760) 777-7012 - FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/18/14 t SUN 19 20%, MY CW 1AQURTA FINANCE OEPT. WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier HDI-GERLING AMR Policy Number EWGCC000104313 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply w' th se provisions. ,.Date: I a f't Applicant: W '2 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERG S UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of_.issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property I r spection purposes. - .Date: If/14 Signature (Applicant or Agent): 0 LQPERMIT Application Number . . 14-00000709 Permit ELECTRICAL 2013 Additional desc _ Permit Fee . . . . 23.83 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/15/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC DEVICES, FIRST 20 23.83 ---------------------------------------------------- ----------------------- Special Notes and Comments 11.4kW SOLAR ARRAY - (35) 327W SUNPOWER PANELS W/ (1) 10,000W FRONIUS IG -PLUS -A INVERTER [725SF] 2013 CALIFORNIA ELECTRICAL CODE. June 18, 2014 2:31:18 PM AORTEGA ----------=----------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, ELECTRICAL 23.83 PERMIT ISSUANCE M/P/E 90.57 Fee summary Charged Paid Credited Due ' Permit Fee Total 23.83 .00 .00 23.83 Plan Check Total .00 .00 .00 .00 Other Fee Total 115.40 .00 .00. 115.40 Grand Total 139.23 .00 .00 139.23 stn. # Qty Of Qui to . Building 8L Safely Division P.O. Box 1504,'78-49S Calle Tampico La.Quinta, CA 92253-:{760} 7777012 Building Permit Application' and Tracking Sheet Permit # ProjectAddress:48690 Vista Estrella' OwnertsName:William Willens A. P. Number 602230006-7 Address:48690 Vista Estrella Legal Description: City, ST, zip: La Quinta, CA 92253 contractor: Reriova Energy Corp. -MI •3�{ �:s= Telephone Address: 75181 Mediterranean Ave projegDescripdo :Residential Roof Mounted Solar PV kW DC City, $T, zip: Palm Desert, CA 92211 Telephone:760-568-3413 N. 44 ;{ '0ZU) £1� r state Iac. # : 910836 City_Lia #:104947 , Arch, Bngr., Designer. Address: City, ST, Zip: 1 Telephone: State Lic #: _ Construction Type: Occupancy: Residential . Project type (circle one): New Add'a Alter Repair Demo Name of Contact Person: Lea Waki - 760-568-341gt; : Stories: 0Units: Telephone # of Contact Person: lea@reriovasoiar.com VEstimated value of Project $23,462. 00 APPLICANT:. DO NOT WRITE BELOW THIS LINE N Submittal Req'd Reed TRACKING PERMIT FEES P1anSets Plan Cheek submitted Item Amount Strnctarel calm Reviewed, ready for corrections Plan Check Deposit. . Truss Calca. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted.. Mechanical Grading plan 22! Review, ready for correc6onetssue Electrical Subcontactor List Called Contact Person Plumbing Grout Deed Plans picked up S.M.I. B.9-AL Approval Plans resubmitted Grading 01 HOUSE:- ''° Review; ready for correcd e Developer impact Fee Planning Approval• A Called Contact Person iV AJLP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 9 . L ` RANCHO LA QUINTA+. - MASTER ASSOCIATION • Architectural Control Committee'. ' i May 28, 2014 William & Celia Willens 3993 Aladdin Drive -,Huntington Beach, CA 92649 ~' Re: 48-690 Vista Estrella - Approval'of. Submission . Dear Mr. &Urs. Willens, _ The,Architectural Committee reviewed your submissio' m6 install solar panels on your roof at,the above address located within Rancho La Quinta Homeowners Association: Your submission as presented is approved with the following conditions: f I Solar panels shall be integrated into the roof design, and shall be flush• mounted,to the roof. Panels and frames must b, ;bronze•anodized or colored to match-the roof. Natural ,,,, 3 "�• „aluminum is,prohibit6d. •ifi -. Cables, connections,6r components shall be painted to match the surface upon which - they are. mounted. s. f All work is to be done ;in •accordance with all applicable requirements-of governmental = entities, including the City of La , Quirita and . in accordance with all ;Homeowners a r # # Association architectural guidelines and governing documents. . .' N6'6ther. structural changes are approved with h tliis submission Once completed; please submit the Notice of'Completion and the Association's Architect willk ' schedule a review of the completed project'so we can process your deposit for return.- •- Ifyou have a'ny questions, please contact the,onsite office at (760) 777-8807. a ; � Since • , 3 � ., ` * - , r aamie Cifcle,: CCAM • ' - a ` ' Architectural & Communications Manager, T Mast&, Association for-Rancho La Quinta - - P.O. BOX 6419 • LA QUINTA, CA 92248-6419 • 760:777-8807 e'FAX 760-777-8961 CD � Q 3 . cL m O:N N O O aU) W" O CD o m DO N n 0 D o_v_.v v D Project Name M y: �. ) > m �, D m - j W o O D o ;o z �' f W ° m Renova Energy Corp 0 G) MCI) KK 2G�c c K0 n 75-181. Mediterranean Ave. 3 -vim_ _u CL Palm Desert,, CA 92260 CL CL A N ' C (760)568=3413 CD N (D O CL N CL ' N CL v Contrador's License #}910836 N CD CL v Q 0. (/i 1. + m ♦ I W (D T1 CD �. 1l n r C/) QC _ dot 2 M _ «' Q -Z� z��� Ma z00 (Z Z $ fir.. , D 0 0000 Z� 0 O000D _ a D3 cn� �. D '>a) F- m D r 3 � C' � 0 r Ov r- r r 0 :'`► "t' $�.` <. c Ospa mono W 0 o. r�i C:) C) i n, y✓ vete ESue6a _ 1 / N .. X m 0 C (D m C o a f"; 'm p O � � m (D 3 . 0 3 chi s (D }i . C�' t r n' CL C CD O G , �. n O N CD 0 'T� - �. { t ro Cstk4js. ` '.. - :"r• T� _ .-► �i CD A -0, rn � iu S Z �_ • f I z ,(n:3 (D O ���. N . 7C L m (. Y.t. y 7'' CD ; (D..'' w 3-0 0 (D (D N n^^� 0 n ti rU. • CS 0 �• (/�, lel0 9 " .aW- '' ., . CI_TY 0 A�QLMNTA o ~- . -BUILDING- SrAF ' ; � o � �:� ' o o ETY�DEP,T� a°, , 4 .. (i • �. O D �--wII (� YRanMOLe,OUin ..,"..ter=0 n '4xW! i7 1� - ..CD .CL =r.Xw�" o o -` ar— -.FOO S a;: STRUCTI`w k p n r t" -,s ex .wee 9 e j r CD Dl fE R 4t uy fv CD � Q 3 . cL m O:N N O O aU) W" O CD o m DO N n 0 Nz00 D o_v_.v v D Project Name M y: �. ) > m �, D m - j W o O D o ;o z �' f W ° m Renova Energy Corp vN M. P o ._, 0 >Jc! MR' m 75-181. Mediterranean Ave. 3 -vim_ _u CD 0 Palm Desert,, CA 92260 QQo A N ' C (760)568=3413 CD N (D O CL .O.c)oNO Contrador's License #}910836 W o W n r C/) M 2 M M _ a cn� �. O z 0 c m -u v) X 0 C (D m C o f"; 'm � � m j 0 chi s (D N CL C CD Nz00 D o_v_.v v X o m o Project Name M y: �. ) > m �, D - j W o O D o ;o z �' f W ° m Renova Energy Corp vN M. P o ._, 0 >Jc! MR' m 75-181. Mediterranean Ave. 3 -vim_ _u CD 0 Palm Desert,, CA 92260 QQo A N ' C (760)568=3413 CD N (D O CL .O.c)oNO Contrador's License #}910836 W o W X o m o Project Name M y: �. ) > WILLIAM/CELIA WILLENS (593408) re n Va c o O D o ;o z �' f W :. 48690 VISTA ESTRELLA Renova Energy Corp P o ._, 0 - 75-181. Mediterranean Ave. _u Palm Desert,, CA 92260 A N LA.QUINTA, CA 92253 (760)568=3413 Contrador's License #}910836 MAXEONTM CELL TECHNOLOGY e SERIES THE WORLD'S STANDARD FOR SOLAR'm SunPowerT' E20 Solar Panels provide oday's highest efficiency and performance. Powered by SunPower Maxeon'" cell technology, the E20 series provides panel conversion effidiencies of up to 20.1 %. The E20's low voltage temperature coefficient, or ti -reflective glass and exceptional low -light performance attributes providD outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% 5% SEF IES SERIES SERIES sunpowermrp.com C& us F, MODEL: SPR-327NE-WHT-D ELECTRICAL DATA, Measured m Standard Tess Conditions (STC): irradiance of I OOOW/Ms, AM 1.5, and cell tempemmre 25° C Peak Power (+5/-3%) Pmax 327 W Cell Efficiency rI 22.5% Panel Efficiency rl 20.1 % Rated Voltage Vmpp 54.7 V Rated Current Impp 5.98 A Open Circuit Voltage Voc 64.9 V Short Circuit Current ISc 6.46 A Maximum System Voltage UL 600 V Temperature Coefficients Power (P) -0.38%/K Voltage (Voc) -176.6mV/K Current (I5c) 3.5mA/K NOCT r $ — 45" C +/- 2a C Series Fuse Rating 20A Grounding Positive grounding not required IN CURVE 7 1I1000 W/m� m 50° C 6 (-1000 W l m1 - 5 — — a 4 eoo w/ L— ----- `c t 3 — � i 2 5W w/m� �I 1 200 W/mi 0 10 20 30 40 50 60 70 Voltage (V) Current/voltage characteristics wilh dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature - 40o F to +1 BY F (- 40o C to + 85' C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS MECHANICAL DATA Solar Cells 96 SunPower Maxeon'' cells Front Glass High -transmission tempered glass with anti -reflective AR coating Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm Output Cables 1000 mm cables / Multi -Contact (MC4) connectors Frame Anodized aluminum alloy type 6063 (black) Weight 41.0 lbs (18.6 kg) IN CURVE 7 1I1000 W/m� m 50° C 6 (-1000 W l m1 - 5 — — a 4 eoo w/ L— ----- `c t 3 — � i 2 5W w/m� �I 1 200 W/mi 0 10 20 30 40 50 60 70 Voltage (V) Current/voltage characteristics wilh dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature - 40o F to +1 BY F (- 40o C to + 85' C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS 2X 11.0(.43) MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN) 12X06.6(.261 LOX 04.2 [.171 30(1 18) 2X 577 (22.701 180(7.071 — 322[12.69) 4X2309(9.091 • IB) I o _ B�B� 0 _ ENDH I r $ — H I I r I 46[1.811 —� �-- (A) 915[36.021 1559161.391-� 1200[47.241 12[.471 1535[60.45) Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 0 2011 SunPower corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trode=A3 s u n p o we rc o r p , c o m of SunPower corporation in the US and other countries as well. All Rights Reserved. Specifications Included in this dolasheet are subject to change without notice. Document 9001.65484 Rev' B / LTR_EN CS 11316 5111� -1#/ MIXT Te hnolog•y�/ S earl Trois fo n er "/ WLAN / Quick S Ice t� / Stuart Grid �.`..•4 • '. -* .''a.i ¢''�" =Swlrcltmg'.sc94„,-t.,,ti•'�r; ;'. TechnologyReady_`.'. < /The Fronius IG Plus -Advanced is complete? lineup of, the 201'1• com pant AFCh rotectedj _ p. _ p P p inverters in the Utiite&States: Power -classes ranging,from13-to,12-kW in,both,single andltrue 3 phase applications( with-integrated;Fronius MIX Technologyland°wide voltage windows arelthe'perfect)match for. your system design. JECHNICAL,DATA: FRONIUS,IG'PLUS ADVANCED,(3:0;1'uN1,3 8-1' •5.0-11 6.0-1UN1,7'S'1U 1, `I UNI, UNI, -... , .. - INPUTIDATA' -:,. a--._.._ 3'0=1t 3:8=11� UNI-.�' 5 .. + U. = ii 6 0-11 7 5=1 Recommended PV-Power(kWp) 2.50-3.45 I 3.20-4.40 14.25-5:75- I 5.10-6.90 6.3.5-8.60 TNominalanputCurren� ��- .8;3'A lOSA --. -t - 13:8A=' 16.5A 20.7 IV Max. Usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A - 35.1 A -, -,b1PPT-Volta aRan a _ r .` .x ,:.,, -. , ., ... o ... - 230'..560V''. ,. .._.. ., _ DC Startup 1260 V - Max: Iu4 Volta e.N' .. ., . •, __ - _ 4. 6 600Y f Admissable Conductor Size (DC) - No. 14 to 6 AWG. For larger wire, use Fronius connecting distributor. No. 14 - 4 AWG ..Maz7CurrentNerDC[nputTerotnol - _=20AIu s..Porhi berin-uo_current; use Fronius corineyingdistributor: + - `- OUTPUT DATA111, 310:;11 3!8-1 5 0 t + -'- - -UNIt r6.0'-;1; UNIT • .UNI. -� Nominal Output Power 3,000 W 3,800 W 5.000 W 6,000 W 7,500 W .:Maz: Continuous Output Power. .. -3,000 W ' 3 300 VJI ' 5.000 W - 6 000 W 7,500W.'- AC Output Voltage 208 / 240 / 277 - Numb c of Phases , 1 v . I Admissible Conductor Size (AC) - - No. 14 - 4 AWG . _Max.' Continuous Unlit 111. -. - - y'.• `-. 6Af Nominal Output Frequency 60 Hz - 0 eratin Fre uenc ane 1 59.3 - 60.5' Hz Total Harmonic Distortion - I - <3 ` Power Factor' _, * _ .. - _ t, .; _. ;;- � ..'»i .. .. ;. .. x' ° 0.85= ..1 rind:"/dao.,- n S' 277 V' 96.0% 96.0% -96.0% - 96.0% - 96.0% =Type, t ndb. Ni ht. "...'•✓ '1 •.• - - s ' - c;CS - ring Operation 8W 8W ' 14 W . 14 W V 14 W " y, , r.,w Controlled forced ventilation;riable s ecxl an NE -MA 3Ri ho 1 ]b§. 14 k • `31 16s 14 k 571bs: 26'k 571bs: 26 k 7 Itis 2G kg); s Wiring Compartment Weight 24 lbs. (11 kg) '`. A m issable AmbientO emtinil'em a ture - - -1 9F:+1 '1-F,(-25°C:..+551C) t - - - Advanced �..- Grid Features Active and reactive power control, low voltage ride -through ' UC 741=201 IEE 5472003 IEEE,1547.1; 111:169982013;AN. 1/IEEECG7:41, F ,Part 45 A & 8 IVEG+1rtiCle 690 C22 2 z4 Complianfe -�.' d 'r'" e • r5 No 1071-01 (Se'pt•'2011(California`Slilar Initiative- Program flandbookx Alipendix C Inverteyr lntegral Sf Meter PerfuiM' - '. - - - - - -.._. GENERAL' DATA) wd' c f r 3:0=1 ~' UNI 3 8-1k- ' > _UNI[ S 0 1� f•'�. UNI, 6.0 ;1� JN ..UNI -; '-�• - 1 • Max. Efficiency 96.2 96.2 .. Uult Dimensions W.7HxD _.-. 1.1x265.it94.[n: .77.1 x:'2G.5x9.9iin. •- 17. E.x 38.1 x 99 in, 17.1s38:f x,9.9 in: > 17,1 x38:17i 9.9 in. 1 CEC Efficiency 208 V 95.0% 95.0% 95.5% - 95.5% 95.0% {--240 7 •- -':.95>5.% { k ..a9 -:0%.-- 95 5=/0"' 953%: T 277 V' 96.0% 96.0% -96.0% - 96.0% - 96.0% =Type, t ndb. Ni ht. "...'•✓ '1 •.• - - s ' - c;CS - ring Operation 8W 8W ' 14 W . 14 W V 14 W " y, , r.,w Controlled forced ventilation;riable s ecxl an NE -MA 3Ri ho 1 ]b§. 14 k • `31 16s 14 k 571bs: 26'k 571bs: 26 k 7 Itis 2G kg); s Wiring Compartment Weight 24 lbs. (11 kg) '`. A m issable AmbientO emtinil'em a ture - - -1 9F:+1 '1-F,(-25°C:..+551C) t - - - Advanced �..- Grid Features Active and reactive power control, low voltage ride -through ' UC 741=201 IEE 5472003 IEEE,1547.1; 111:169982013;AN. 1/IEEECG7:41, F ,Part 45 A & 8 IVEG+1rtiCle 690 C22 2 z4 Complianfe -�.' d 'r'" e • r5 No 1071-01 (Se'pt•'2011(California`Slilar Initiative- Program flandbookx Alipendix C Inverteyr lntegral Sf Meter PerfuiM' - '. - - - - - -.._. TECHNICAL DATA: FRONIJS IG PLUS ADVAhCED(1+).0-1IN" 11.4-18NV10.0-3UNI DELTA, 11.4-3UNI DELTA, 12.0-3 WYE277) INPUT DATA 10 o- 1 UPI 11.4 - 1 UNI 10 0 3 DELTA T 11.4 - 3 DELTA ( UHI UNI 12.0 - 3 WYE277 Recommended PV -Power (kWp) 5.M- - 10.50 9.70-13.10 8.50 - 11.50 9.70-13.10 10.20-13.80 Norrinnal In u. Cu -rent A 31.4 A 'l 27.6 A I7-71 .4 733.1 A Max. Usable Input Current ( E7 A 53.3 A ( 46.7 A 53.3 A I 56.1 A MPPT-Volta r� 3aa 208'240/277 230-500V j DC Startup I ( 4S0/277W1'E 260 V 1 Max. In tit Vclta a 3 600 V ? Admissable Conductor Size JOC) Consumption During Operation No. 14 to 6 AWG. For larger wire, use Fionius connecting distributor. No. 14 - 4 AWG 2U r\mus. For h_glmr input rt-rrrnl. use "rrunius connecting distributor - Max. Continuous Utilit t Bacl feed Cu,,-nt OUTPUT DATA 10.0 - 1 ur. 11.4 - 1 uN 10.0 3uxt DELTA 11.4 - 3UN1 DELTA 12.0 - 3 WYE277 Nominal Output Power 9995 `N 11,400 W 9,995 W I 11,400 W � 12,000 W Mix -Continuous Output Per er 9935 w 11,400 W 9.995 W i 11.400 W 1712,000 AC Output Voltage 208'240/277 208/240/2.'? 20S/248 I 206/240 ( 4S0/277W1'E Number of Phases 1 l 3 3 ? Admissible Conductor Size (AC) Consumption During Operation No. 14 - 4 AWG 20W - Max. Continuous Utilit t Bacl feed Cu,,-nt OA Enclosure Tyle Nominal Output Frequency NEMA 3.1 6011Z uj2eratIng Fre. cent r Ranee 34 Iris. 38 k Wiring Compartment Weight 59.3. 60.5 H2 Total Harmonic Distortion I <3 -13°F..:+13VF-25'C._ WC Power Factor - t 0.85 - 1 Ind. ' ca Corrip,iericc - . - - GENERAL DATA tOlCt - 1 UUI 11.4 - 1 TSI UN 10.0 3 DELTA 11.4 - 3 DELTA 12.0 3 WYE277 UNI J� UNI - - - -- -- -- - Max. Efficiency 96.2 Unit Dimensiun W x H x D J7.1 x 49.7 x •.9 in. CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.0% n.a I ..� _ _ 240 95.53 95.5% 95.5 6 96.0'6 n.a. 277 uj 96.0-% 96.0% n.a. n.a. 96.0 Consumption in Standby N' it < 1.5 W Consumption During Operation 20W Cooi.rg. Controlled forced ventilation variable seed fan - Enclosure Tyle NEMA 3.1 .Power Stack V.'el to - - 34 Iris. 38 k Wiring Compartment Weight 26 lbs. (12 kg) ! Admi;sibleAmhktit 0 eratii Temp. r3-.ure I -13°F..:+13VF-25'C._ WC Advarced Grid Features Active and reactive power control low voltage ride -through' Corrip,iericc - . - :� UL I f}42UIF, 1; Ea J5-p.:003,1EEE 154..1t4 - U. 1071.01 (°ept tO11J.,xRorniaSola ririfail t -•9 '- 1. 169982013, ANS/I EEE.C62,4I, FCC fart 15 A' i B, NEC Article 690, C22. 2 a Progra'mHand�ook-Appendix C: Inv crier lacgral5-AMetefPerfOrmanc etif cat un - � y 3 `i iL 6 € a �� 777 tz PC . C F �,' a 7 f � � �.. � -� .:.: - �.:♦#i . / � 4:.' � � [ b # ' 1 , . r.3 14 y ; 1 I" z o*1 rur i C' TECHNICAL DATA rFRONIUS'IG P�US'AD✓411VGE�(ID:O 1 , 1:1 4.1y .;10 0 3 DELTA; 11'4 3' DEL-TA,1.12 0-3 UJYE27o .' UNI s Upd, UN -=UNI 4 :a i EFFICIENCY T r- T31.p Y eN [ r-_ 11:4+- 11 s _ UNI I� 1G 0.: 31 CELTAi = 0. UNIY _ter 11:4 3a DELTI* 1 © 3;WYE .FJ�A Operating AC Voltage Range , 208 +r 1163 229 V I• -12J+10 /)), 211'2641V. (42 +1 277 - _ - 244-305 V(-12/+10%)� (.-. -Max:`Continitous -ut ut Cuirerit. ''' '- 208 ✓ - :. ` 4ar . ' °1 .� 54:8. A: 27.7 * - ' .31.6 A'- -' r 1;5... .a .240 41_s 4 _ 1 47.5 A I .24.0 A' 1 27.4 A' . , .. .. _ ;.. . _ •. 277 �/ �.;=.361 A': - _ ,.-. -': ,41:2 A=°- " - - - - n:a: ,� 11 P. n.a. ' . -':_ .4.4A• PRO CTIVErEQU.IPMENT? r 4z} I�.0 1i 11'.4' 1uxl tC''Or 3�IELTA 1143 N�D,ELT/L4 1 3 WY`E� t - t - !i .. Ground Fault Protection ' fwwrm.d GFDI iZrmnd Fault Dete:tor/Inter.vpter) in acordance,4ith UL 1741-2010 arcl NEC P ra. 00 :- - 'D -Reverse Polarlt • Ptatecnon' - E.I Internal Dode" Islanding Protection - - - internal; in accord nce with UI 1741-x010 IGLU 1547-2003 and NEC v • 'OverTemO eratur 7rotectieii t '.' .�::' . r, 'O.it ul o aer d@rate 'ac,rve cook❑ ^Arc -Fault Circuit Protection ' Ira mal P.ICI(A.c-Fault.-[rcun Inlerrn[PIP.r. ur accordance with JL 1699 Ondine of Imestganoe for Phet¢vahaic (PV) J'� _ < q] Arc -Fault Circait Pro eceCon (issue Number 2 January 14 2013) :` r •!'' °�': x s [ # i �' "',{ y'.rL L 4 *.'S ■x > �:.,a I` r'` b •a�•'�'4y._ 6 t f o / Batter Char 1n S stems lan Te i nob Sc ar re+ &Or- s r+ , Y g S£V. 17— Y lWe a .WE HAVE THREE'DIVISI&IS-AWD •1E MISSION SHIFTING 1H LIMITS = ti 'w / Whether Battery.Charging S steals W�dtn �hrc c �r,Sol: r Electronics - ui' oSLis clean - defined: to be the techndo and alit le=l•Aer' 2o g g Y= p` g } g✓ tµ Y With more than 3,000 employees vo ldwide -re _ fn as I nits of hat's posslbl our 73. active ptelits are testimony to this: Whib atiers pro, mess o ; - _ seep by step, we innovate In Ieaps:an� bands Fath :� a6 matiQ about all Fro ms pra7ucts enc our global sales partners and rear s?ptative; an ' s be found at www. fronius.com' t _ : •, sem ..tea« Fronius LSA LLv 6797 Fronius Drve r o Portage, EA 4630 USA o' pv-usa@fronius.com o www.fronLus-usacatli January 13, 2014 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn:: Engineering Department, STRUtTURAIEHGINEERS Re: Engineering Certification for UniRac's SolarMount Code -Compliant Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Code -Compliant Installation Manual 227.3" published January 2014 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part 1I: 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: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05 and ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Compliant Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 8137.Sunset Avenue, Suite 120 Fair Ooks, (A 95628 916.961.3960 • 916.961.3965} • WWWRSIAOM - •. _ w. =Project 5/14/2014 Unirac - Solarmount / Sunframe Configurator Specs Solarmount / Sunfram e Configurator -'Project Specs Project Specs - Array Information - - - - Manufacturer: - Sunpomer Name:. . William'Willens .. .. ' Email: 7 cesarlopezxcl@hotmail.com Module Model: F20r327 Telephone:.. Module Size: 61.39 x41.18'' "Module Rows xCols 2x13' ' Oral ectLocation Number of Arrays 2 . Address: Total Modules 52. City, State:. LaQuinta,CA .. TotalKilamralLs. 17.004 ' Zip code::. . 92253 :. County. Rherside . Racldng Type SolarMounf Roof nouM . . " Basic Wind Speed: 110 mph (User Modified) . Module Orientation "" : Portrait Ground Snow Load: 0psf . Rail Direction E-W Special Notes on Basic W Ind Speed and SnowLoad 1_ ' 2000 ft. is the upper elevation limit in feet for the ground snow load value g igen: -Part of the countyis in a. Special Wind Region " • - - w. Material Takeoff " Part Number PartType Description Suggested Quantity ' Unit Price " "Total Quantity <. _ 3101320 SolarMount Rail. :. " SM RAIL 132 CLR :." 40 40 : -- $70.00 :$2,800.00 303002D Splice SM SPLICE BAR SERRATED DRK 32 ..' 32 _' $6.20 ... $198.40 :3021D4D.. Mid Clamps, SM MID CLAMP, EFJMN, WMDW, DRK 96 96 $3.42. .$328.32 302006D. :' End Clamps. SM.ENDCLAMPF;W/HDW,DRK 16 16 $2.87 $45.92 • 004600D - Alurinum'Flat Top STANDOFF 62 PIECE AL, DRK 64 72 $15.65" $1,126.80 304000D Single L-Feet SM L=FOOT SERRATED WMDW, DRK' 64 • - 72 --$4.54 $326.88 004013C Flashing FLASHING 18X180ATEY12836AL _ 64 72 $12.00 $664.00' •008002S Grounding Lugs GROUND WEEBLUG#1 72 72 $11.20 .$80 6.40 ' .3080015, UGC.Clip SM. GROUND, CLIP #1,UGC-1SS, : 56 56 $2.29' $128.24 ._. -- ----• ---_. .. _ .. ....._ - Total Price=' Please note these are list prices. Contact your distributor for.your system price. ........ $6,624.96 -' _........ ..._--- _.. ......- __-_.__ _____.-----`----- .. ___._...._ ... .__.... .. _.._.._ ...___.__.-___..__ ' Thermal breaks are required eery 40 feet; See the Unirac splicing and emansioh icint manual for"details. - - _.._ ----- -------- - - - - Engineering Variables Description -. Variable Value Units Building Heigh h .' 15 ft Roof Angle .. >7to27 degrees Wind Exposure B importance Factor. . 1 Wind Speed ". ". -y .110".mph . Effective Wind Area :: :. - 100 fl2 Roof Zone _ 2 , Design W Ind'Load Calculation" Description : : Variable -.. _ _. .. .. Val ue_ Units Net Design Wind Pressure (Uplift)' : Pnet30 (Uplift) -25.5 --- psf Net Design Wind Pressure (Dannforce) . Pnet30 (Dwenforce) 8,9 psf Adjustment Factor for Heigh and E)iposure Category Factor Importance Factor Design Wind Load (Uplift) ' Pnet (Uplift) -25.5 psf Design Wind Load (Damftce) . Pnet (Doienforce) 8.9 psf Load Combinations calculations '.. .Description Variable Downkxce:- .' Uplift Units _..._... .......... ...... ............. — _... - _..._...__ - ' Dead Load.. D 5 5 - _.... - PS! Total Design Wind Load .` Pnet 10 -25.5 psf- . Snow Load :'. :'S 0 Total Lcad Combination*11 D + 0.75Pnet+ 0.75S 12.5 psf Total Load Combination 2:. D + PneY 15.' psf http://www.unirac.conVconpgurators/esbrnator_roofmountt?-nodule=part&task-estimator&mode=detail&type=solar&jd=98 112 5/14/2014 Unirac - Solarniount/SunfranieConfigurator -Project Specs Total Load Combination 3 D + S 5 1 Value psf Total Load Combination 4 0.61) + Pnet -22.5 psf Max Absolute Value Load 22.5 Aluminum Flat Top psi Rail preference SM RAIL 132"CLR Revised Rail Span Distributed Load Calculation 6 it Description Variable Value Units Ma*nurn Absolute Value ofLoadCombinations P 22.5 psf Module Length Perpendicular to Rails B 5.12 ft Distributed Load (Uplift) w -57.55 pif Distributed Load (Downforce) w 38.37 pif Rail Span Information Description Variable 1 Value Units Racldng Attachment Type Single L Racldng Attachment Aluminum Flat Top Rail preference SM RAIL 132"CLR Revised Rail Span L 6 it Allowable Spans Singlel-Fool SM 8 it Single L Foot SMHD 12 it Double L Foot SM 8 ft Double L Foot SMHD 12 ft Point Load Calculations (per Code, these are based on maArnum allowable spans as shown In chart above) Description Variable Downforce Uplift Units Single SM Point Load Force R 307.0 -460.4 lbs Single SMHD Point Load Force R 460.4 -690.6 lbs Point Load Calculations for your span are: Rail preference SM RAIL 132"CLR Re%ised Rail Span L 6 ft Solar Mount Point Load Force R 230.2 -345.3 lbs This eng ineering report and associated bill of materials is to be evaluated to Unirac SolarMount Code Compliant Installation Manual 227.3 (Pub I 10616-1cc) and SunFrame Code Compliant Installation Manual 809 (Pub 1 iO518-2cc) which references International Building Code 2003, 2006, 2009 and ASCE 7-05, ASCE 7-02 and California Building Code 2010. The installation of products related to this engineering report is subject to requirements in the above mentioned installation manual. Rev 3.2 - N&Wl 1 hftp]Avww.unirac.corritconfigurators/esbmator-roofrnount/?niodule=part&taslc-estimator&niode=detaiI&4Wsolar&id--98 212 SOLARMOUNT° RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount® Rail SolarMount' HD HD (heavy duty) rail adds the SolarMount advantage to PV PoleTops•, U -1 -As (see separate data sheets), and custom applications that require long spans. Standoffs Use standoffs whenever flashed installations ,*3A are required, on tile roofs, for example. Two- piece aluminum standoff allow precise place- ment of ran UW a Flashing over a secured base prior to the installation of the standoff itself. All standoff types come in four standard heights: 3, q, 6, and 7 inches. Appropriate Flashings are available. Serrated L -feet Standard for ground mount installations on = residential and commercial rooftops .use L -feet -M alone above asphalt composition shingles or in conjunction with flat top standoffs. Mount standard or light rails. Configure to either of two rail heights, one promoting air flow for cooling, the other offering close -to -the -roof aesthetics Strut -in -Tube Style Legs Quickly set the precise tilt angle required. Styles are available for high profile (i or z legs per t>t rail) and low profile installations. Each series offers three leg lengths so that you �y can adjust to exactly the tilt angle you want— up to a maximum of 6o degrees—without cutting and drilling at the job site. Standard SolarMount* Standard rail gives you ultimate flexibility, including The Fas otr"' bottom mounting and tilt -up options. The technology y attachment features Eco -Fasten MODULE MOUNTING technology by the Alpine Snow Guard Company, allowing attachments to metal, concrete and Assembly Sequence Is Your Choice wood decks without compromising the integrity of the roof. Top Mounting Clamps Bottom Mounting Clips Ideal for flush mount applica- Use bottom mounting clips Tile Hook tions, such as residential rooftops, ' (standard and HD rail only) / Made from cast aluminum, the tile hook where it is most convenient to ^;,. - whenever you prefer to attachment provides SolarMount with a Oil secure footings and rails before preassemble the array using -- _ cost-effective solution for barrel or Spanish installingmodules, to mounting module mounting holes. D 8 file rook. All required lag bolts and hardware clamps securely grip any point of �.. Simply fit the clip into its rail .fes the module frame, freeing you slot over the mounting bolt for�"`Q are included. Refer to the file hook engineering from the constraints of module a secure connection. Adjust thedata for max load capabilities. mounting holes. clip position anywhere along the rail slot. Maximum flexibility Flush, high-profile or low -profile configurations Roof or ground mount • Pitched or flat roof Ease of installation • Installer -friendly components Minimized penetration with longer attachment spans than competitive products Designed with customer input Grounding and wire management options Complete technical support Installation and code compliance documentation Online estimator Person-to-person customer service Core component for Unirac mounting solutions Three rail options to accommodate anyjob site Incorporated into other major product lines :OOUNIRAC Bright Thinking in Solar t Bright Thinking in Solar Component Specifications 6o61 -T6 and 6o63 -T5 • SolarMount ballast frame 61o5 -T5 aluminum extrusion SolarMount® rails Mounting clips and clamps Tilt legs and L -feet Two-piece standoffs Severe Condition 4 (very severe) zinc -plated welded steel • One-piece standoffs 18-8 stainless steel • Fasteners e NNUNIRAC man no Bright Thinking in Solar Code Compliant The SolarMount® system is PE certified. Call Unirac for documentation applicable to your building code Warranty SolarMount® is covered by a io-year limited product warranty and a 5 -year -limited finish warranty. For complete warranties, dowrload any SolarMount® installation mant_al from our web site. Visit us onlinE at www.unirac.com m ::�UNIRAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 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 Be SolarMount Bottom Up Module Clip Part No. 302000C Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: --0.031 lbs (14g) )It • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/<" -20 ASTM F593 bolt, one'/<" -20 ASTM F594 serrated flange nut, and one 1/4' flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate Ibs (N) Allowable Load lbs (N) Safety Factor, FS Design Load 'Ibs (N) Resistance Factor, m Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41(181)1 0.619 SOLARMOUM 'Technical .. -- "UNIRAC A HILTI GROUP COMPANY SolarMourit Mid Clamp PartNo. 302101 C, 302101 D, 302103C, 302104D, 30210510,30210610 Mid clamp material One of the following extruded aluminum rra ad, Bolt alloys: 6005-T5, "6105-T5, 6061-T6 . Mid la a Nu . Ultimate tensile: 38ksi, Yield: 35 ksi Clamp` `�,• Finish: Clear or Dark -Anodized, ��..0 Mid clamp weight: 0.050 lbs (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 ,Ta 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 l ASTM F594 serrated flange nut z Use anti -seize and tighten to 10 ft -lbs of torque Beam Resistance factors_and safety factors are determined according to j part 1section 9 of the 2005 Aluminum.Design Manual and third= . party test results from an IAS accredited laboratory WIVIIM M00ULf$ k I�-- Y Applied Load Direction Average: Ultimate Ibs (N) Allowable Load Ibs (N) Safety Factor, FS Design Load Ibs (N) Resistance Factor, 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).1 490 (2179) 2.44 741 (3295) .0.620 —.,►'X Average Ultimate lbs (N) Dimensions specified in inches unless noted Safety Factor, FS SolarMount End Clamp Resistance Factor, 40 Part No. 302001C, 302002C, 302002D, 302003C, 1321 (5876) 302003D, 302004C, 302004D, 302005C, 302005D, 2.50 302006C, 302006D, 302007D, 302008C, 302008D, 0.665 302009C,.302009D, 302010C, 302011C, 302012C, End clamp material: One of the following extruded aluminum' ' -- alloys: 6005-T5, 6105-T5, 6061-T6 -; Ultimate tensile: 38ksi, Yield: 35 ks'i Sliding,. X± • Finish: Clear or Dark Anodized 52 (231) 1 End clamp weight: varies based on height: -0.058 lbs(26g) 79(349)1 "1 E dri Ctamp Allowable and design loads are valid when components are `Serrated assembled according to authorized UNIRAC documents Flange Nut •" Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam. to retain a module'in the direction indicated'. Assemble with one Unirac'/<"-20 T -bolt and one'/4'-20 ASTM F594 "'Bea serrated flange nut - Use anti -seize, and tighten to 10 ft -lbs of torque . Resistance factors and, safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third= Y party test results from an IAS accredited laboratory►X Modules must be installed at least 1.5 in from either end of a beam 1 �t • �i..�rcurc g —x,...'_ dam.: ............. . - ' _}..-_ D' •t• a'•_' �n I - Imenslons sped Ie -In-In " es -un ess-noted . Applied Load Direction Average Ultimate lbs (N) Allowable Load Ibs (N) Safety Factor, FS Design Loads Ibs (N) Resistance Factor, 40 Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.665 Transverse, Z± 63 (279) - .14(61) 4.58 21. (92) 0.330 Sliding,. X± 142 (630). 52 (231) 1 2.72 79(349)1 0.555. SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D NOW -M xnt BR 3YUT FOA, i !— f Dimensions specified in inches unless noted ::0UNIRAC A HILTI GROUP COMPANY • 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 lbs (98g) • Allowable and design loads are valid when components are 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 ASTM F594 Wserrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, 4) Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 ;�. ,. UNIRAC . ..-....-- AHILTI GROUP COMPANY - �olalrMount Beams _. Part N'b 310132C, 31101132C. -'&'3101'68C, 3101.68C -B, 310168D , 310208C,,31:0208C-13, 310240C, 3_:10240C-B,,310240D, . 410144M,'410168M, 4110204M,,0240M ; Properties Units SolarMount S.olarMount HD Beam Height in 2.5 3.0, Approximate Weight (per linear ft) plf 0.811 ,:•, 1:271 Total Cross Sectional Area. in' - 0:676 1.059 Section,Modulus (X -Axis) : in 0.353 '.: •-0.898 . Section Modulus:(Y-Axis) ;, in3-.. .0.1 13 ' . ,. 6.221::. Moment of Inertia (X -Axis) ; in' 0.464: :1.450 Moment'of Inertia (xis) Y A in° 0.044 0.267 Radius of Gyration (X -Axis)' , in 0.289 1.170 [Radius'o'f Gyration (Y:Axis) - in 0.254 0.502 Standoffs & Flashings Installation Manual 907.2 [1] Installer responsibility QThe installer is solely responsible for: • • Complying with all applicable local or national building codes, including any that may supercede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under building live load conditions; • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty); • Maintaining the waterproof integrity of the roof; and • Ensuring safe installation of all electrical aspects of the PV array. U N I RAC A HILTI GROUP COMPANY See www.unirac.conVdistributors foryour nearest Unirac distributor. Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. JOE U N I RAC Installation Manual 907.2 Standoffs & Flashings Standoffs: 3-,4- 6-;, and 7 -inch lengths in:each type Shaft O.D. Use Components ' . Use only with .561arMount.standard or HD rails. • Welded standoff Secure to rafter with 2 la screws at opposite 2 as 5/ " x 31/ * ' Ra ised flange $ PP lags, � 16 2 " (..zinc ) ' zinc -plated steel corners, orienting the flange parallel to -the rails. Use with SunFrame, SolarMount standard, or a Welded standoff Flat top 1 -piece I5/8" 2 lag Bolt 3/8' x 1 1i3" SolarMount HD rails. Secure to rafter with zinc -plated steel screws at opposite corners. Secure L -foot or Lock wa er, ' p e sh /g' x: installer -supplied strut directly.t6 standoff with • -2 lags, 5/1g' x 31/27*. standoff hardware. Use with SunFrarne, SolarM unf H . D railsSecure t rafter with 2: --Base assembly lag.screws. Secure L -foot or installer -supplied • Bolt, 3/87k 11/4" Flange Head Flat top 2 -piece. I s/a" strut directly -to standoff with standoff hardware. • Lock washer, 3/8' ' aluminum Especially convenient when installing over • 2 lags, 5/16' x.31/2_* (zinc) a tilerroof because flashing can 6e precisely •:EPDM Washer k' fitted over -secured base:priorto.installation of shaft. * A lag -bolt removal credit is available wherever on installer prefers to substitute.a different lag bolt The installer is solely responsible for determining wheth- er lags are.. adequate to handle live and dead loads under.wind conditions at the installation site. Wind loads and lag pullout capacities are addressed in Code -Compliant installation manual for SolorMount (Installation Manual 22 7) and SunFrome (Installation. Manual 809). ' E!ashings.for all 'current standoffs (15/e" O.D. shaft) Flashings for other uses (1/2" - 11/8" OD. shaft) (see illustrations; p. 3)" •Pari no. Dimensio*ins = Part no.* Dimensions9901 12.5 Collared, galvanized 09 _ : _ ' 8.75"-x Collared, galvanized 990101 8.75" x 12:5" Collared, aluminum 990102 8.75" x 12.5 Collared, soft aluminum 990103 18" x 18 " y *Packs of 12 flashings.. . Flashing 'refers to thin, continuous pieces of sheet metal or other impervious material installed to prevent ihe:passage of.water into a structure from an angle or joint. Flashing generally ope'rates'on the principal that, for water to penetrate a joint,:it must work itself upward against the force of gravity or in the case of.wind-driven rain, it would have to follow a tortuous path during which the driving force will be dissi- pated. Unirac offers flashings to be used specifically with Unirac standoffs. These flashings are collared, thereby eliminating the need for the use of sealant between standoff and flashing. The flashing slides over the standoff, under the shingle above, and over the shingle below. The following installation instruction provides an explanation of planning arid. installation:of three different applications. Standoffs & Flashings Installation Manual 907.2 11PUNIRAC Planning and installation There are many possible configurations of standoffs and flashing. The three examples here illustrate major product varieties and installation settings. Example 1 2 -piece, aluminum, flat top standoff Soft aluminum flashing Tile roof SunFrame (shown) or SolarMount rail SunFrame x; rail L -foot Tile• Mold flashing Rafter to tile Remove a the over a rafter. Install the base of a two-piece standoff, ensuring that both lag bolts are screwed into the rafter. Install soft aluminum flashing over the base, inserting it under the tile above and forming it to the shape of the tile. Insert standoff shaft through the opening in the flashing, screwing it down firmly in place onto the base. Seal with roofing cement or other appropriate compound. Attach L feet to standoffs. Slide L foot mounting bolts along slot on SunFrame (or SolarMount) rail. Insert footing bolts through L feet and fasten with flange nuts. Example 2 1 -piece, steel, flat top standoff No -Calk- flashing Shingled roof SunFrame (shown) or SolarMount rail SunFrame Shingle rail L -foot. '! Rafter No -Calk collar D. Cut an opening in the roofing material over a rafter to accommodate the flashing riser. Install the standoff, ensuring that both lag bolts are screwed into the rafter. Insert the flashing under the shingle above and over the shaft of the standoff. No -Calk collar does not require sealing of the flashing and standoff shaft. Attach L -feet to standoffs. Slide L foot mounting bolts along slot on SunFrame (or SolarMount) rail. Insert footing bolts through L feet and fasten with flange nuts. LAJ Le Advancing Renewable Technology ACCAcme Cable Clips ACME Cable Clips simplify wire management and create a cleaner aesthetic to solar PV arrays. The clips are made of corrosion resistant stainless steel and are designed to prevent damage to cable insu- lation. The easy to install and remove design only requires a flat head screwdriver and can be reused, unlike zip ties. The universal design fits most modules and can hold one or two wires. • Made with corrosion resistant 300 series stainless steel • Dual wire compartments • Special tab for easy installation and removal with flat -head screwdriver • Designed to prevent damage to cable insulation • Sized for USE -2 cable (5-5.4mm) or PV cable (6.8-7.2mm) ACC ACC- PV Holds: 1 to 2 USE -2 wires Holds: 1 to 2 PV wires or 1 PV wire DC Power Systems (800) 967-6917 www.dcpower-systems.com Contact us at: 845.247.4708 www.we-Ilc.com 2,s:a _•r.a v.:,-:_•:'- S ,�s� �;�_,.! . �r ' ' — - :!:�sx'+�- -sv_;_ _, - - - 'x:.,p n. - - _ Tx•:!iu:;= _. .�c.. ;;x,'ky'k_^:r,.xrs'�=: _.. 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' Even Number of Modules in row UNI RAC Installation Sheet 225.6 Unirad Grounding Clips and 5 10 year limited Product Warranty., See http://www.unirac.com for current warranty,! documents and information. i X YOUR UNIRAC DISTRIBUTOR SOLIGENT f Soligent www.s7-6917 ww.soligent.net ■■ 1411 Broadway Boulevard NE Po8 •EMO U N I RAC Albuquerque NM 87102-1545 USA 2