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13-1578 (SOL)4`w P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001578 Property Address: 78220 CALLE CADIZ APN: 770-155-006-6 -000000- Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 25179 Applicant: c&ht 4 4 Q" Architect or Engineer: NIk 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 70001 of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License �Class: B,2CIO C46 n �� ( License No.: 910836 XDate: `'!�J ►7 Contractor: NA tMI-PEEN �� 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 700011 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).: 1 _ 1 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 _ 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 doe's 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 I 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: DEANNA SCHMETT 78220 CALLE CADIZ 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: 12/18/13 t 1 13 x,9_91 � 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: - OCarrier 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 with those provisions. 11, InL�oa� `Date: `! Applicant: `WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS 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 for inspection purposes. %ate: �' Signature (Applicant or Agent): 14rL Y/1 Application Number . . . . . 13-00001578 Permit . . . ELECTRICAL 2013 Additional desc . Permit Fee . . . . 23.83 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/16/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC DEVICES', FIRST 20 23.83 ---------------------------------------------------------------------------- Special Notes and Comments 11.5kW SOLAR ARRAY - (35) 327W SUNPOWER PANELS W/ (1) 10,000W SUNPOWER INVERTER [595SF] 2010 CALIFORNIA ELECTRICAL CODE. December 18, 2013 2:04:43 PM AORTEGA. ---------------------------------------------------------------------------- Other•Fees . . . . . .. . . . BLDG STDS ADMIN (SB1473) 2.00 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 116.40 .00 .00 116.40 Grand Total 140.23 .00 .00 140.23 LQPERMIT atn.i Qtjr. Of -La QUinta Bullding at Safety Ditdsion P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 -:(760) 777-7012 Building Permit Application'and Tracking Sheet Permit # 13 �S�S ProjectAddcess:78226 Calle Cadiz Owner's Name:Aeanna Schmett A P. Number. Address: 78220 Calle Cadiz Legal Description: city, ST, zip: La Quirita, CA 92253 contractor: Renova Energy Corp.Telephone: >.:$ Address: 75181 Mediterranean AveProjectDescrip n; Residential 'Roof Mounted Solar PV kW DC city, PT, zip: Palm Desert, CA 92211 ��. S W Telephone: 760-568-3413 r - . • w state Lir. # : 910836 City Lie #;104947 , Arch, Engr., Designer: Address: City., ST, Zip: Telephone: Construction Type: , Occupancy: Residential. Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # stories: # Units: State Lie. #: Name of contact Person: Lea Waki - 760-568-3413. Telephone# of Contact Person: lea @renovasoia r.eom Estimated Value ofProjec1»$25179:00 APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal ReVd :Rev'd TRACMG PERMITFEES- Plan sets Pian Chert; submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Calls. Called Contact Person Plan Check Balance. Title 24 Cat& Plans picked up Construction Flood plain plan Plans resubmitted` . Mecharilcal Grading plan 2•! Review, ready for correctioneiissue Electrical Subcoatactor List Called Contact Person Plumbing Grant Deed Plans picked up SMI. H.O.A. Approval Plans resubmitted Grading IN HOUSE;- ''' Review; ready for eorreetio Developer Impact Fee qk OA Planning Approval Called Contact Person A.I.P.P. ' Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fen 0 • �- �ilr7 gar, Q . ren�va SINGLE-FAMILY DWELLING - LOAD CALCULATION NEC 2008 Edition: Following Example Annex D2(b) Customer Name: Deanna Schmett: 78220 Calle Cadiz, La Quinta, CA 92253 1. OTHER LOADS - 220.42 a. General lighting loads - 220.42 3,000 sq.ft. x 3 VA = first 3,000 @ 100%, remaining @ 35% < 120,000 sqft 9,000 VA b. Small appliance loads - 220.14 1,500 VA x _ c. Laundry- 220.52 2 Special Loads - 220.53 Dishwasher = Disposal = Compactor = Water heater ( if Gas =0) _ Oven- 220.55 = Cook Top = Pool = Clothes Dryer = Microwave = 6 circuits = First 10,000VA x 100% = Remaining 13,160 VA x 40% Net Load for Items #1 and #2 2. HEATING OR A/C LOAD -Table 220.82(C)(3) CITY OF LA QUINTA BUILDING & SAFETY DEPT. AP P R ` ED FOR CONSTRUCTION DATE By—&—i 9,000 VA 1,500 VA 1,200 VA 900 VA 0 VA 4,500 VA 3,000 VA 3,000 VA 4,080 VA 5,280 VA 1,200 VA (Subtotal) 23,160 10,000 VA 5,264 VA 15,264 VA Heating units (3 or less)'-- VA x 65% 0 VA ' A/C unit #3= 1,197 VA x 100% 1,197 VA A/C unit #2= 5,472 VA x 100% 5,472 VA A/C unit #1= 6,240 VA x 100% 6,240 VA (Total #2 = Largest Load) 12,909 VA 3. 4,200 VA NON DERATED FUTURE 4,200 VA Net Load (Total #1 + Total #2 + Total #3 = Largest Load) 32,373 VA VA SERVICE: I = V SERVICE: 1= 32,373 VA = 240 V Service amperes required 134.9 A Service amperes provided 200 A 134.9 A < 175 -Ampere rated New Circuit Breaker 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, providing more power in the some amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest - efficiency panels with the highest -efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique Maxeon'mcell technology and advanced module design ensure industry-leading reliability MAXEONTM CELL TECHNOLOGY Patented all -back -contact color cell, providing the industry's highest efficiency and reliabiliy E 6 SERIES THE WORLD'S STANDARD FOR SOLAR' SunPowerT' E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower Maxeon1Pd cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti -reflective glass and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% 10% 5% SERIES SERIES SERIES sunpowercorp.com MODEL: SPR-327NE-WHT-D ELECTRICAL DATA Measured at Standard Test Conditions (STQ irradiance of I OOOW/ms, AM 1.5, and cell tempewmre 25° C Peak Power (+5/-3%) Pmax 327 W Cell Efficiency n 22.5% Panel Efficiency rl 20.1 a/ 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 (Isc) 3.5mA/K NOCT �— (A) 45" C +/- 2" C Series Fuse Rating 20 A Grounding Positive grounding not required TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40° C to + BY 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 / MultiLontact (MC4) connectors Frame Anodized aluminum alloy type 6063 (black) Weight 41.0 lbs (18.6 kg) TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40° C to + BY 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 IN CURVE 2X 11.0(.431 MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES30[1181 (IN) 12X 06.6 [.261 1 O 04.2 (.17) 7 X000 W7rns m 50° C (--2X577[22.701 180[7.071 322112.691 4X 230.8 [9.091 I lel BMH ENDS n 0 — -- — g FBoo W/,F—T- `c 4 "T _T t �— (A) 915[36.021 1559[61.391 3 1200[47.241 j 12[.471 500 w/q 2 I t 200 W/In�� l 0 — 0 10 20 30 40 50 60 70 Voltage (V) Currenl/voltage characteristics with dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature - 40" F to +185" F (- 40° C to + BY 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(.431 MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES30[1181 (IN) 12X 06.6 [.261 1 O 04.2 (.17) (--2X577[22.701 180[7.071 322112.691 4X 230.8 [9.091 lel BMH ENDS n 0 I I I I o r 8 I I I I "T _T 4611.811 —� �— (A) 915[36.021 1559[61.391 1200[47.241 12[.471 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. m 2011 SunPower Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trademarks s u n p o w e rc o r p , c o m of SunPower Corporation in the US and other countries as we0. All Rights Reserved. Specifications included in this datasheet are subject to change without notice. Document 9001.65484 Re.• B / LTR EN C511 316 BENEFITS Reliable and Robust Design Proven trc6 record for durability and longevity Modular and Flexible Connections Modular ■a•ure of cabling and power areas enhances safety during wiring and instala-ion. Removable power area simplifies servicing Integrated DC Disconnect Built-in DC disconnect includes a locking mechanism for enhanced safety High Efficiency Operation CEC efficiency of up to 96.0% and peak efficiency of up to 96.2%. High efficiency throughout entire MPP range UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 871 TEL: (505) 242-6411 FAX: (505) 242-6412 Attn.: Engineeiing Department, Re: Engineering Certification for UniRac's SolarMount Code -Complaint Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UmRac's "SolarMount Code -Complaint Installation Manual 227.3" published October 2010 and specifically "Part 1. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span, and Rail Type". The procedures are used to determine the calculation of.the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 International Building? Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 3. 2010 Aluminum Design Manual: by The Aluminum Association, 20.1.0 This letter certifies that the structural calculations contained within UriiRac's "SolarMo"unt Code -Complaint Installation Manual 227.3 are in compliance with the above Codes. If you ave any questions on the above, do not hesitate 'to `call. Paul Zacher, SE - President Page 1 of 1 8137 Sunset Avenue, Suite 120 ® Fair Oaks, CA 95628 e 9161.961.3960 ® 916.961.3965 f ® www.PZS1.(0m 11/27/13 Unirac - Solarmount / SunfrarrieConfig urator -Project Specs Solarmount / Sunframe Configurator- Project Specs Prolect Specs Value Array Information Building Height h Name: Deanna Schmett Manufacturer: Sunpoier Email: cesar@renovmolar.corn Module Model: E20W Telephone: Total Module Size: 61.39" x41.16' 100 Quantity Module Rows xCols 4x9 Proiect Location 310132C Number of Arrays 1 Address: 24 Total Modules 36 City, State: La Quinta, CA Total Kilowatts 11.772 Zip code: 92253 $99.20 302104D County. Riverside Racking Type SolarMountRoofrrnunt Basic Wind Speed: 100 mph (User Modified) Module Orientation Portrait Ground Snow Load: 0 psf Rail Direction E -W Special Notes on Basic W ind Speed and Snow Load 1010 - 2000 ft. is the upper elevation limit in feet for the ground snow load value given. `0 - Partof the countyis in a Special Wind Region Total Price -" Please note these are list prices. Contact your distributor for your system price. $4,028.59 Engineering Variables Description Variable Value Material Takeoff Building Height h 15 ft Roof Angle Part Number Part Type Description Suggested Quantity Unit Price Total psf Wind Speed V 100 Quantity Effective Wind Area 100 ft2 310132C SolarMount Rail -- SM RAIL 132' CLR-- --- ----- -- —24----- 24 $72.00 ----$1,728.00 303002D Splice SM SPLICE BAR SERRATED DIRK 16 16 $6.20 $99.20 302104D Mid Clamps SM MID CLAMP, EFJMN, W/HDW, DIRK 64 64 $3.42 $218.88 302006D End Clamps SM ENDCLAMP F, W/HDW, DIRK 16 16 $Z87 $45.92 004400D Aluminum Flat Top STANDOFF 4"2 PIECE AL, DIRK 48 48 $13.56 $650.88 3040001) Single L -Feet SM L -FOOT SERRATED WHDW, DIRK 48 48 $4.54 $218.11 004013C Flashing FLASHING 18X18OATEY12836AL 48 48 $12.00 $576.00 008002S Grounding Lugs GROUND WEEBLUG#1 40 40 $10.00 $400.00 308001S UGC Clip SM GROUND CLIP #1, UGC -1 SS, 40 40 $2.29 $91.60 Total Price -" Please note these are list prices. Contact your distributor for your system price. $4,028.59 Engineering Variables Description Variable Value Units Building Height h 15 ft Roof Angle > 7to27 degrees Wind Etposure B Pnet30 (Downforce) Inportance Factor 1 psf Wind Speed V 100 mph Effective Wind Area 100 ft2 Roof Zane 2 1 Design Wind Load Calculation Description Variable Value Units Net Design Wind Pressure (Uplift) Pnet30 (Uplift) -21 psi Net Design Wind Pressure (Dommforce) Pnet30 (Downforce) 7.3 psf Adustmentt Factor for Height and F_)posure Category A 1 Importance Factor I 1 Design Wind Load (Uplift) Pnet (Uplift) -21 psf Design Wind Load (Dammforce) Pne1(Downfcrce) 7.3 psf Load Combinations Calculations Description - - " Variable Doamforce Uplift - Units ------------- Dead Load ------------- --------------------------------- D 5 5 psf Total Design Wind Load Pnet 10 -21 psf Snovv Load S 0 Total Load Combination 1 D + 0.75Pnet+ 0.755 1Z5 psf Total Load Combination 2 D + Pnet 15 psf Total Load Combination 3 D + S 5 psf Total Load Corbination 4 0.6D + Pnet -18 psf www.urlirac.corTVconfigurators/esti mator_roofmount0module=parWask-estimator&mode=detail&type=solar&id=98 1/2 11/27/13' Unirac - Solarmount / Sunframe Configurator - Project Specs Max Absolute Value Load 18 psf Distributed Load Calculation Description Variable Value Units - _._.......... ....... ......... - - M az mum Absolute Value of Load Combinations --- . - ------ - - - ------ P --- -- ------ -- -- 18 - -- -- psf Module Length Perpendicular to Rails B 5.12 ft Distributed Load (Uplift) w -46.14 pif Distributed Load (Dowrnforce) w 38.37 plf Rail Span Information Description Variable Value Units Rackng AttachmenntType Single SM Point Load Force Single L 326.1 Racking Attachment -- - --lbs Aluminum Flat Top R Rail preference -552.5 SM RAIL 132 CLR RWsed Rail Span L 6 ft Allowable Spans Single L Foot SM 8.5 ft Single L Foot SMHD 12 ft Double L Foot SM 8.5 ft Double L Foot SMHD 12 ft Point Load Calculations (per Code, these are based on maznum allowable spans as shown in chart atone) Description Variable Dovnforce Uplift Units Single SM Point Load Force R - - 326.1 -391.4 — -- -- - --lbs Single SMHD Point Load Force R 460.4 -552.5 lbs Point Load Calculations for your span are: _._...._..._....._._..-.__.....--.._............ ---............ _...... Rail preference _..._...._...---.-._..__...._........ _........._.....------- ------------- ..-._._..---._._..._.. ---- -- --- .... SM RAIL 132 CUR ----- Revised Rail Span L 6 ft Solar Mount Point Load Face R 230.2 -276.3 lbs This engineering report and associated bill of materials is to be evaluated to Unirac SolarMournt Code Cor pliant Installation Manual 227.3 (Pub 110616-1cc) and SunFrame Code Cmpliant Installation Manual 809 (Pub 110518.2oc) 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 - 8252011 www.urtirac.corrVconfigurators/estimator_roofmountt?module=part&task=estimator&mode=detail&type=solar&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 Standoffs ' . ' Maximum I Max" flexibility to (heavy duty) rail adds the Sp rate d dant ta Use standoffs whenever flashed installations to PV PoleTops•, U-LAs (see separate data sheets), � � - and custom applications that require long spans. - _ _s.5.. are required, on lite roofs, for example Two :Flush, high-profile rofile or piece aluminum standoff allow precise place- low-pfofileconfigura tions .. _ ment of a Flashing over a'secured base prior to the - Roof or ground mount installation of the standoff itself. a All standoff types come in four standard Pitched roof s or flat heights: 3. 4, 6, and 7 inches. Appropriate flashings are ' ,Ease of installation. SeratedInstaller-friendly iendly co mponents. rL feet �•'i �, ; - „` ,u 9 - �{ Standard for ground mount installations on - Minimized penetration with • �' " ihf' r'^ i - - . - residential and commercial rooftops,use L-feet longer attachment spans than "alone above asphalt composition shingles or in competitive products h i' s �"•� i. �fvT .� - conjunction with Flat top standoffs.. Mount - a` '` w .. .. standard or light rails.,Configure to either of - - (� � Designed with customer-input two rail heights, one promoting air flow for - v, cooling' the other offering close-to-the-roof and wireGrounding - aesthetics' . •-a,,, a - .. " management options. 1 a ' Strut-in-Tube Style Legs. k ., ht§b g Comple#e technical support Quickly set the precise hit angle required. Styles " a. `�, `.. } ,,, t- - `� ,•h e are available for high profile (i'or z legs per - y Installation.'an'd code • '� i' t ¢ - e, "'. n �5 p;, - rail) and low profile installations. - � compliance documentation Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want— - .. Online estimator. up to a maximum of 6odegrees—without = cutting and drilling at the job site: Person-to-person customer service Standard SolarMount®-" FastFoot'"' Standard call gives you ultimate flexibility, including - - -- - - - -. - - The.FastFoot— attachment features Eco-Fasten. - Core component for Unirae bottom mounting and tilt-up options. MODULE• MOUNTING technology the Company, :mounting solutions technolo Snow Guard • � � � • • ' - � "' - allowing attachments to'metal,.concrete and . .. ., - - - wood decks without compromising the integrity Sequence Is .Your Choice Three rail options to Assembly .Sequence roof. - accommodate anyjob site Top Mounting Clamps Bottom Mounting Clips - Incorporated into other Ideal for flush mount applica- _ -., Use bottom mounting clips / Tile Hook . - - major product lines tions, such as residential rooftops, ' ' (standard and HD rail only) Made from cast aluminum, the the hook Where it is most convenient to whenever you prefer to - attachment p'rovid'es SolarMouut with a - secure footings rails before , preassemble the array using g cost-effective solution for barrel or Spanish installing modules, top mounting module mounting holes. ?":- clamps securely grip any point of - Simply fit the clip into its'rail file roofs. All required lag bolts and hardware .. .. the module frame, freeing you slot over the mounting holt for - are included. Refer to the tile hook engineering from the constraints of module _ a secure connection. Adjust the data for max load capabilities. Mss I ��r mounting holes. clip position anywhere along - �� ■` -the rail slot. Bright Thinking in solar Bright Thinking in Solar Component Specifications 6o61 -T6 and 6063-T5 • SolarMount ballast frame 6105-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 R amUNIRAC ■ ■. ■ 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 10 -year limited product warranty and a 5 -year limited finish warranty. For complete warranties, download any SolarMount® installation manual from our web site. Visit us online at www.unirac.com m :E�UNIRAC A HILT[ GROUP COMPANY SolarMount Technical Datasheet Pub 110818-1 td 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) • 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 lbs (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) 1 27 (119) 1 2.44 41 (181) 0.619 SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 302105D, 302106D Mid Clam IM ORSTAM WMI9N MOOUi(s . . . . Y .................................................. ........._. .... ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001 C, 302002C, 302002D, 302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C • :mmUNIRAC�y A HILTI GROUP COMPANY • Mid clamp 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 • 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 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'/<" -20 ASTM F594 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 - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate Ibs (N) Allowable Load lbs (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) 490 (2179) 2.44 741 (3295) 0.620 ­►, x 1*1 (F � VAMES MTH THLC2t AW . Dimensions specified ii7 inches-untess-noted • End clamp 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 • End clamp weight: varies based on height: —0.058 lbs (26g) • 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 end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4'-20 T -bolt and one'/<" -20 ASTM F594 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 - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, 0 Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) 14 (61) • 4.58 21 (92) 0.330 Sliding, X± 142 (630) 1 52 (231) 1 2.72 79(349)1 0.555 D SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y A L.. X got .W StOT MR ..� N =77*7I - • aot _ - Dimensions specified in inches unless noted m ::nUNIRAC 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'/a'serrated 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) Safety Allowable Load Factor, lbs (N) FS Design Load lbs (N) Resistance Factor, 0 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 :00UNIRAC, A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D 310208C, 310208C -B, 310240C, 310240C -B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus (X -Axis) in' 0.353 0.898 Section Modulus (Y -Axis) in 0.113 0.221 Moment of Inertia (X -Axis) in 0.464 1.450 Moment of Inertia (Y -Axis) in" 0.044 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis) in 1 0.254 0.502 SLOT FOR T -BOLT OR 14" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP SLOT FOR HEX BOLT .387— .750 Y A L.x SolarMount Beam 2.500 SLOT FOR T -BOLT OR 1/a" HEX HEAD SCREW SLOT FOR BOTTOM CLIP 1.728 3.000 �I SLOT FOR 1.385 3/8" HEX BOLT 1.207 1�1L Y 1.875 A .x SolarMount HD Beam Dimensions specified in inches unless noted a •o 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. moo U -N. I RAC ON A HILT[ 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. Standoffs &Flashings UNI RAC Installation Manual 907.2 Standoffs: 3-,4-, 6-, and 7-inch lengths in each type Shaft O.D. Use Components Use only with SolarMount standard or HD rails. • Welded standoff Raised flange 1518- Secure to rafter with 2 lag screws at opposite • 2 lags, 5/16" x 31/27* (zinc) zinc -plated steel corners, orienting the flange parallel to the rails. Use with SunFrame, SolarMount standard, or • Welded standoff Flat top I -piece 15/8,. SolarMount HD rails. Secure to rafter with 2 lag • Bolt, 3/8- X 1114 - zinc -plated steel screws at opposite corners. Secure L -foot or • Lock washer, 3/87 installer -supplied strut directly to standoff with • 2 lags, 5/16" x 31/2 standoff hardware. i Flat top 2 -piece aluminum Use with SunFrame, SolarMount standard, or SolarMount HD rails. Secure to rafter with 2 lag screws. Secure L -foot or installer -supplied 15/87 strut directly to standoff with standoff hardware. Especially convenient when installing over a tile roof because flashing can be precisely fitted over secured base prior to installation of shaft. • Shaft • Base assembly • Bolt, 3/8" x 11/4" Flange Head • Lock washer, 3/8" • 2 lags, s/16" x 31/2"* (zinc) • EPDM Washer * A lag -bolt removal credit is available wherever an 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). Flashings for all current standoffs (15/e' O.D. shaft (see illustrations, p. 3) *Packs of 12 flashings Flashings for other uses (1/2- - 11/8" O.D. shaft) Part no. Dimensions Collared, galvanized 990109 8.75" x 12.5"" Flashing refers to thin, continuous pieces of sheet metal or other impervious material installed to prevent the passage of water into a structure from an angle or joint. Flashing generally operates 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 and installation of three different applications. Part no.* Dimensions Collared, galvanized 990101 8.75"" x 12.5" Collared, aluminum 990102 8.75- x 12.5"" Collared, soft aluminum 990103 18" x 18" *Packs of 12 flashings Flashings for other uses (1/2- - 11/8" O.D. shaft) Part no. Dimensions Collared, galvanized 990109 8.75" x 12.5"" Flashing refers to thin, continuous pieces of sheet metal or other impervious material installed to prevent the passage of water into a structure from an angle or joint. Flashing generally operates 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 and installation of three different applications. Standoffs & Flashings. • Installation Manual 907.2 -.-.O-,U N I RAC Planning and installation ; Remove a tile 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, insertirig.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 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: dF U N I RAC Installation Manual 907.2 Standoffs & Flashings Example 3 1 -piece, steel, raised -flange standoff No -Calk'" flashing Shingled roof SolarMount rail SolarMount rail Shingle Rafter .T No Calk collar-� Cut an opening in the roofing material over a rafter to accommodate the flashing riser. Install the standoff, ensuring that (1) both lag bolts are screwed into the rafter, and (2) the raised flange is oriented parallel to the rail. 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. Slide mounting bolts along slot on SolarMount rail. Insert footing bolts through raised flange on standoff and fasten with flange nuts. 10 year limited Product Warranty - Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product') at the original installation site that the Product shall be free from defects in material and workmanship for a period often (10) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by the Purchaser under any circumstances. If within the specified Warranty period the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Univac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product. Manufacturers of related items, such as PV modules and Flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. 1411 ■one U N I RAC Albuquerque N Boulevard 102-154 Albu uer ue NM 8 ioz-i 45 USA va8e 4 UGC=I Topp 1 I mounting � 7a �. clamps s , I Module i 4 tFill , T bolt E1�Nib c °--7.711 us,' j ° UGC 1 si- !a Figure 26: Slide UGC -1 grounding. . �Ott'I tEIC,` -c� j—la i _, cli rnto,to mound sloto raiC P p R8 f Torque_modules in place on top -of,_--_ Conforms co; : , — Mr ;clip. Nibs will penetrate rail anod- uc samara asp - :� y ization and create grounding path through rhiF(see.Fig. 3, reverse side). a a - SolarMount®raillanY.Npe) - Figure 28. UGC -1 layout for even and odd number of modules in row. `X"denotesplaces to install UGC -1. iven Number cf Modules in row ::'UNI RAC Installation Sheet 225.6 Unirac Grounding Clips and WEEBLugs 10 year limited Product Warranty See http://www.unirac.com for current warranty documents and information. YOUR UNIRAC DISTRIBUTOR SOIIGENT Soligent www.s7-6917 ww.soligent.net dFUNIRAC 1411Brodway BoulevardNE Albuquerque NM 87102-1545 USA P., 2 J ' Advancing Renewable Technology ACC Acme 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 Holds: 1 to 2 USE -2 wires or 1 PV wire /t DC .P""' ower Systems (800) 967-6917 www.dcpower-systems.com ACC- PV Holds: 1 to 2 PV wires Contact us at: 845.247.4708 www.we-lic.com Product Data Sheet DU222RB U SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R Technical Characteristics SQLJAFiE 13 by Schneider Elcctrrc List Price $353.00 USD Availability Stock Item: This item is normally stocked In our distribution facility. Number of Poles 2 -Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #10 to #2 AWG(AI) - #14 to #2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA3R Enclosure Type Rainproof and Sleet/ice proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non -Fusible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Returnability Y Country of Origin MX As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document Generated: 11117/2011 17:11:35 m 2011 Schneider Electric. All rights reserved. Schneider VElectriC IL I , Renova Energy Corp 5-181 Med�.Ave. Palm Desert, CA 92260 (760)568-3413 Contractor's License #910836 J, kph rc ti fie.ftot qw, lqhk�iU� ' NN A Project Name DEANNA SCHMETT 78220 CALLE CADIZ LA QUINTA, CA 92253 IL I , Renova Energy Corp 5-181 Med�.Ave. Palm Desert, CA 92260 (760)568-3413 Contractor's License #910836 WORK TO BE PERFORMED ACCORDING TO THE FOLLOWING CODES: 2010 CEC, 2010 CBC & NEC 2008 NOTES: 1. THIS IS A 11.445 KW SOLAR ELECTRIC SYSTEM USING (35) SUNPOWER SPR-327NE-WHT-D (327 WATT) PHOTOVOLTAIC MODULES. 2. THIS SYSTEM IS GRID-INTERTIED VIA UL -LISTED POWER CONDITIONING INVERTER: (1) SUNPOWER SPR -10001f-240 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.68 LB/SQ FT. FOLLOWING THE ROOF SLOPE. ROOF IS SPANISH TILE AT 14° PITCH. 5. THE SYSTEMS SQUARE FOOTAGE IS 635 FTS. (13% OF TOTAL ROOF AREA). THE MODULES AZIMUTH IS 225°. 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A SINGLE STORY DWELLING. 8. LAG SCREWS ARE 3/8" X 4" AT 72" O.C. MAX, WITH 2.5" INTO FRAMING. 9. MODULES WILL BE SECURED TO ROOFTOP USING UNIRAC STANDOFF ATTACHMENTS. 10. ATTACHMENTS WILL BE DOUBLE FLASHED 11. DESIGNED FOR BASIC WIND SPEED OF 100 MPH PER UNIRAC CALCULATIONS, SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE 41.2" X 61.4" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL ADOPTED CAL FIRE GUIDELINES. Lu zo J wW o� SOLAR MODULES A SOLAR SYSI CEC AC SYS EXISTING METER # 1 B PROPOSED BI -DIRECT EXISTING 200A MAIN Ic AIC RATING 10,000 AM 120/240 VOLT, 1 (1), 3W LOCATED ON NORTHE 60 AMP AC DISCON SQUARE -D #DU222 120/240 VOLT SIZE: 11.445 kW I SIZE: 10.074 kW 119154 kL METER # ICE PANEL EXTERIOR WALL LOCATED NEXT T INVERTER CHIMNEY SUNPOWER 100 0 WATT INVERTER SPR -10001f-240 120/240 VOLT LOCATED NE T TO MAIN SERVICE PA EL CITY A QUINTA Y SAFETY DEPT.ED STRUCTION/ f UQ' © - STRING #1 11 - STRING #2 El - STRING #3 7- STRING #4 - STRING #5 N W-*- E S SCALE:, 1 = 20' NABCEP �AGGREDITED; PV Installation Company Renova Energy Corp: CaUfornla - 2012 F.Al r.rufipd F'nergy PnntinDnN-s Drawn By: CESARLOPEZ Date Drawn: nQO u V' M Revision No. co Co�.CN ul O .ss Sheet No. O y � M CNLu Oar! rn LmV-Z�onCn^ �N N U Q R NC o�O� o 2 W 9vM a)—'.9 (A �n o f— U Q NABCEP �AGGREDITED; PV Installation Company Renova Energy Corp: CaUfornla - 2012 F.Al r.rufipd F'nergy PnntinDnN-s N1001— Drawn By: CESARLOPEZ Date Drawn: Cana M Revision No. Amoco0 ul .ss Sheet No. CNLu rn 2 U Q 2 W (A Q f— Q U Z Z Cy +� ai � N (V z o tg Ao . a N1001— Drawn By: CESARLOPEZ Date Drawn: Cana 11 /04/2013 Revision No. Amoco0 .ss Sheet No. MW 0 WARNING: LECTRIC SHOCK HAZARD. DO NOT TOUT =RMINALS. TERMINALS ON BOTH THE LII \ND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. OPERATING CURRENT: 29.9 Amps OPERATING VOLTAGE: 312.44 Volts MAXIMUM VOLTAGE: 481.5 Volts SHORT-CIRCUIT CURRENT: 32.3 Amps NOTE: MOUNT ON DC DISCONNECT OF SPR -10001f INVERTER W THIS PANEL IS FED BY TWO SOURCES: SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES NOTE: MOUNT ON MAIN SERVICE PANEL COVER BACKGROUND "RED" AND "WHITE" LETTERING. BACKGROUND "RED" AND "WHITE" LETTERING. I ®WARNING: THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. -SITE PLAN 200A MAIN PANEL 60 AMP AC DISCONNECT (NEXT TO PANEL) SUNPOWER 10000W INVERTER (NEXT TO PANEL) NOTE: MOUNT ON SERVICE PANEL NOTE: RED BACKGROUND WITH WHITE LETTERING 3/8" LETTER HEIGHT PROJECT SIGNAGE 3 N/A WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 41.65 Amps OPERATING AC VOLTAGE: 240 Volts NOTE: MOUNT ON AC DISCONNECT 3" WARNING: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. NOTE: MOUNT ON INVERTER 3" WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NOTE: MOUNT ON MAIN SERVICE PANEL AT SOLAR BREAKER 3" PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS NOTE: MOUNT ON DISCONNECTS 3" THE MAIN SERVICE BREAKER HAS BEEN DOWN -SIZED TO 175 AMPS. NO UP-SIZING IS PERMITTED NOTE: MOUNT ON MAIN SERVICE PANEL AT MAIN BREAKER SAFEGUARDS * SOLAR BREAKER SHALL BE LISTED FOR USE IN EXISTING MAIN PANEL. ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE -D & GE. * ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. • WILEY CABLE CLIPS SHALL BE USED. • EMT CONDUIT WHERE EXPOSED SHALL BE METAL CONDUIT. NO SET SCREWS SHALL BE ALLOWED. * ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION FITTINGS. • SERIES SOLAR CIRCUITS SHALL BE FUSED AT 15 AMPS DC. • ALL EQUIPMENT SHALL BE LABELED. • ADD COMBINER / JUNCTION BOXES AS NEEDED. *AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. *GROUND FAULT PROTECTION DEVICE IS INTERNALLY BUILT INTO SUNPOWER INVERTERS. *MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS. *ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. *EMT SHALL BE 1" MINIMUM. * JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. TERIALS (35) SUNPOWER 327 WATT PHOTOVOLTAIC MODULES #SPR-327NE-WHT-D (1) SUNPOWER SPR -10001f -9,995W; 240 VOLT (1) SQUARE -D AC DISCONNECT, 60A NON-FUSIBLE,2-POLE #DU222RB SOLAR PRODUCTION SUMMARY GROSS NAMEPLATE RATING (35 x 327/1000) 11.445 kW CEC-AC SYSTEM SIZE 10.074 kW NOTES+ SOLAR PRODUCTION STATS. -N:, M©©0©000lu 101 11 1 121 131 141 151 161 171 18 191 201'21122 123124 125126 1 27 U1 y � 181 Dj 2 33 34 35 N ® 0'V*D w E FPR CONSTRUCTION S V "PLAN bS:N/A : 1 N/A PANEL: MAIN PANELVOLTAGE: 240/120 14), 3W CIRCUIT CODE: N: NON -CONTINUOUS BUS: 200 A L: LONG -CONTINUOUS LOCATION: EXTERIOR NORTHEAST WALL < 04N W C) M U Q R: DEMANDABLE RECEPTACLES T MOUNTING: FLUSH U W K: KITCHEN AIC RATING: 10,000 fA VA LOAD WTYPE C.B. BUS C.B. TYPE W VA LOAD U LOAD DESCRIPTION p Z p LOAD DESCRIPTION o` A I Bc) N R L TR P TR P L R N U A B1 4997.5 SuripowerSPR-10001fInverter L 60 60 2 Ix L 0 2 3 4997.5 L - L 0 4 4997.5 4997.5 PHASE TOTALS (L PHASE TOTALS PHASE TOTALS A+B CONNECTED VA (CODE N): TOTAL PHASE A: 4997,5 CONNECTED VA (CODE L): 9995 TOTAL PHASE B: 4997.5 CONNECTED VA (CODE R): CONNECTED VA (CODE K): TOTAL CONNECTED KVA: 9,995 EXISTING LOADS UNKNOWN DEMAND KVA TOTAL ADJUSTED KVA: 9.995 TOTAL PANEL AMPS: 41.65 AMPS W/L CL: 41.65 SUPPORT SYSTEM • WIND LOAD: BASIC WIND SPEED (3 -SECOND GUST, 100 MPH) • WIND EXPOSURE C • CONDUIT SUPPORT BY COOPER/BEELINE OR CADDY • VISIBLE AND ACCESSIBLE * SOLARMOUNT RACKING SYSTEM, LAG BOLTED DIRECTLY INTO RAFTERS. MAIN PANEL SCHEDULE 'N,q t 4 NOTES 1. THE PV SOURCE CIRCUIT IS POSITIVELY GROUNDED. 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. 3. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. 4. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. 5. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. 6. ALL CONDUIT RUNS SHALL BE SUPPORTED IN ACCORDANCE WITH CODE. 0.5 TO 3.5 INCH STANDOFFS SHALL BE USED ON THE ROOFTOP SURFACE PER CEC Table 310.15(13)(2)(c)' 7. ALL EXTERIOR CONDUIT AND BOXES SHALL BE RAIN -TIGHT AND SHALL USE OUTDOOR COMPRESSION FITTINGS LISTED FOR USE IN WET LOCATIONS (OUTDOOR RAINTIGHT). CEC 314.15 Q9 I r M i T1pQ� N p1�U1">c m C (L) ca lL N N ^J m moo` 0�0"'0 U coo E �a o U PV Installation Company Renova Energy Corp. CaUfornia _ 2012 1 � � Cen�hen Energy Pnctiaones Drawn By: CESAR LOPEZ Date Drawn: 11/04/2013 Revision No. 0 Sheet No. �p E.1 r M < 04N W C) M U Q T U W fA Q F - Z Z U Z N Cj CV M 00 5 0 AL 0 (L Drawn By: CESAR LOPEZ Date Drawn: 11/04/2013 Revision No. 0 Sheet No. �p E.1 r SOLAR ARRAY SOLAR SYSTEM SIZE: 11.445 kW DC TO IID ru o (35) SUNPOWER 327 WATT CEC AC SYSTEM SIZE: 10.074 kW AC EXISTING 200 AMP MAIN SERVICE > o PHOTOVOLTAIC MODULES #SPR-327NE-WHT-D 240/120 VOLT, 2 -POLE a o _o a c >C-4 MODULE PTC RATING 301.4 W LOCATED ON NORTHEAST EXTERIOR WALL v a`0irnC., (5 STRINGS OF 7 MODULES) (2) #6 THWN-20>. o Q ,, c °'t DC DISCONNECT (1) #6 THWN-2 NEUTRAL r coo FUSED AT 15 AMPS JUNPOWER (1) #8 THWN-2 GEC (1) #8 THWN-2 EGC v M �no �� �`O� w °' `�R-10001f--240 1" EMT METER # 164SR-119154 > D" o 7 E "� INVERTER 240 V, 2P 1 DOWNSIZE EXISTING 2 OA PROPOSED BI-DIRECTIONAL to a. o MMME_ / MAIN BREAKER TO 175 METER # v V / SOLAR AMP AMP )BF B /B BR ������� 60 AMP NON -FUSIBLE N LOCATED ON NORTHEAST AC DISCONNECT EXTERIOR WALL SQUARE -D #DU222R6MEMEM 240V, 2P GPV LBAF�, Ins(10) #8 THWN-2 LOCATED NEXT TO MAIN PANELCompany (1) #8 THWN-2 EGC Renova Energy Corp. 11 1/4" EMT California - 2012 LIFER+ , GEC GROUND (2) #6 THWN-2 TO O *ALL WIRING BETWEEN MODULES SHALL BE TYPE USE -2 OR PV -WIRE IF EXPOSED. 60 AMP 2 -POLE SOLAR BREAKER NWMA-.t=Bmb°' NABcl.P ALL CONDUIT SHALL BE 1" EMT OR LARGER. (1) #8 THWN-2 GEC (CONNECTED TO GND) MONITOR/ PV SUPERVISOR ALL CONDUIT SHALL BE BONDED. (1 #8 THWN-2 EGC INTERNET ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. (1) #6 THWN-2 NETR+AI STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. OF LA QU I NTA ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. BUILDING & SAFETY DEPT. APPROVED SINGLE LINE DIAGRAM f -UR CONSTRUCTION AALE: /A DC CIRCUITS AC CIRCUITr DATE _ 6Y M _N to N MODULES TO SUNPOWER 10000W INVERTER SUNPOWER 10000W INVERTER TO MAIN PANEL C) N 5 STRINGS X 7 MODULES = 35 MODULES W Q O MAX VOLTAGE DC = (MODULE Voc + ((25*C - Temp Record Low*C [via www.solarabcs.org]) x T coefV)) X # modules in series 9995W/ 240 VOLT = 41.65A X 1.25[PER NEC 215.2(A)1] = 52.1 AMPS (60 AMP SOLAR BREAKER) 2 V Q MAX VOLTAGE DC= (64.9 +((25*C - 3°C) x .1766)) X 7 modules in series = 481.5 VOLTS AC CONDUIT SHALL BE MOUNTED ON NORTHEAST EXTERIOR WALL V W V 6.46 AMPS EACH CIRCUIT X 1.56[PER NEC 690.8] = 10.1 AMPS ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44"C AMBIENT TEMP. PER SOLARABCS.ORG U5 J FUSED AT 15 AMPS EACH CIRCUIT LOCATED AT INVERTER #6 WIRE = 75 AMPS X .82[PER NEC TABLE 310.16 & PER NEC TABLE 690.31(c)] = 61.5 AMPS Z V Z_ DC CONDUIT SHALL BE MOUNTED 1/2" TO 3 1/2" ABOVE ROOFTOP SURFACE. 61.5 AMPS X 1.0[CONDUIT FILL PER NEC TAB LE310.15(13)(2)(a)] = 61.5 AMPS > 60 AMPS = OK Z O ENGINEERED FOR 90*C TEMP. RATING OF CONDUCTOR & 44*C AMBIENT TEMP. PER SOLARABCS.ORG (3) #6 THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND a) Q N #8 WIRE = 55 AMPS X .58[PER NEC TABLE 310.15(B)(2)(c) & PER NEC TABLE 690.31(c)] = 31.9 AMPS z W 00 1" EMT @ 40% FILL PER NEC TABLE C.1 = (7) #6 THWN-2 WIRES = OK J J 31.9 AMPS X .50[CONDUIT FILL PER NEC TABLE 310.15(B)(2)(a)] = 15.95 AMPS > 15 AMPS = OK 2 5 STRINGS= (10) #8 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND °• Drawn By: 1 1/4" EMT @ 40% FILL PER NEC TABLE CA = (16) #8 THWN-2 WIRES = OK CESAR LOPEZ MAIN PANEL BACKFEED CALCULATION QRpFESS/py EJ JoNF qC Date Drawn: EXISTING 200 AMP MAIN SERVICE PANEL DOWNSIZE EXISTING 200 AMP MAIN BREAKER TO 175 AMP MAIN BREAKER H v 11/04/2013 120% OF 200 AMP BUSS: ALLOWABLE BACKFED AMPS [PER NEC 690.64(B)(2)] = 240 AMPS Uj NO. 1660 rn Revision No. 240 AMP -175 AMP MAIN BREAKER = 65 TOTAL AMP ALLOWABLE * EXP. 6/30/14 60 AMP SOLAR BREAKER < 65 AMPS = OK t}FCAI�F�P 0 Sheet No. WORK TO BE PERFORMED ACCORDING TO THE FOLLOWING CODES: 2010 CEC, 2010 CBC & NEC 2008 ` CALCULATIONS SCALE: 2 N/A ru ai >p p O ELEVATION A—A' D.CN 2�"M Ta7Q� Vel TOP VIEW °���Mc ���(pDV LL a) y ^J C pN U na o U PV_ Installation Company Renova Energy Corp: CaUtornia - 2012 • NW11 A w4sn Boa,d ot. NABCEP *MODULES NOT TO EXCEED 18" ABOVE ROOF SLOPE O SCALE: 1 "=4' a M In cq U Q 2 w U � Q H Z U Z Z o Z) E Q N CV c LJJ ?o00g .o a` Drawn By: CESAR LOPEZ Date Drawn: 11/04/2013 Revision No. 0 Sheet No. *MODULES NOT TO EXCEED 18" ABOVE ROOF SLOPE ti P. SCALE: SCALE: 1"=16' 1"=3'