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07-3054 (SOL)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 07-00003054 Property Address: 79465 BROOKVILLE APN: 772 -040 -009 - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 60000 Applicant: Architect or Engineer: �\k BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 1 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: C10 ice a No.: 829374 te: nt,a.tor: 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 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 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 ISec. 3097, Civ. C.I. Lender's Name: lender's Address: LQPERMIT Owner: NYLUND RESIDENCE 79465 BROOKVILLE LA QUINTA, CA 92253 ( Contractor: GENSELF CORPORATION 43 CORPORATE PARK ST] IRVINE, CA 92606 (949)417-0750 Lic. No.: 829374 VOICE (760) 777-7012 FAX (760) 777-7011 . INSPECTIONS (760) 777-7153 Date: 12/07/07 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 STATE FUND INS Policy Number 1845134 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 tot a workers' compensation provisions of Section 700 of the labor C e, sh I forthwit pl with those provisions. �"'"'/ � Ap ant: WARNING: FAILU EE T WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0001 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. ree to comply with all city and county ordinances and state laws relating to building constr ction, nd hereby au ori representatives of this county to enter upon th -above-mentioned property r ins ction rposes. p3tA:10�'75i ature (Applicant or Agent): Application Number . . . 07-00003054 Permit . . . SOLAR PERMIT Additional desc . Permit Fee . . . . 267.00 Plan Check Fee 66.75 Issue Date . . . . Valuation . . . . 60000 Expiration Date 6/04/08 Qty Unit Charge Per Extension BASE FEE- 15.00 56.00 4.5000 EA SOLAR COLLECTOR < 1000 252.00 ---------------------------------------------------------------------------- Special Notes and Comments 11.5KW-DC SOLAR -ELECTRIC SYSTEM/56 PANEL ARRAY LOCATED ON THE SOUTH EAST & SOUTH WEST SLOPED ROOF. 2004 CEC. December 7, 2007 2:30:01 PM AORTEGA Fee summary. Charged Paid Credited ---------- Due ----------------------------------------------- Permit Fee Total 267.00 .00 .00 267.00 Plan Check Total 66,:-75 .00 .00 66.75 Grand Total 333.75 .00 .00 333.75 LQPERAIIT .. Monarch Management The Estancias Dear Sirs: This is to advise you that the new solar system for the Nylund Residence at 79465 Brookville will be commencing on or about December 3, 2007 This system will be a pre -approved modification, and will be a 5 to 7 day working period. The existing permitted solar system will be removed and replaced. The system will consist of 11.3 kW- system which is very similar in visual esthetics to the existing system. The below signature will be evidence of your verbal approval from the authorizing authority from the architechual committee of "The Estancias" As discussed there will be no visibility of system components from the community. Please be advised that a "POD" which is a small storage device will occupy the driveway of 79465 Brookville for the time period stated above. All work will be completed by the mid to late December 2007 Entrance from Genself Employees and SunPower delivery vendors will to be accommodated at the security entrance, by the home -owner Thank you for your accommodation. Authorizing "The Estancias" Monarch Management Attachment: Photo's of existing system to be replaced 78-015 Wildcat Drive, Suite 101 • Palm Desert, CA 92211 • Ph 760 360-1620 • Fax 760 360-1357• License # 829374 info(cDgenself.com 9 www.genself.com GenSel�f 78-015 Wildcat Drive, Suite 101 • Palm Desert, CA 92211 Ph 760 360-1620 • Fax 760 360-1357 Contractors License No. 829374 • info(o)genself.com • www.aenself.com HOA APPROVAL — Monarch Management The Estancias Nylund Residence 79465 Brookville Mirage La Quinta, CA City Approval — La Quinta generate Power yourself Nylund Residence 79465 Brookville La Quinta Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: A. P. Number: Address: v Legal Description: City, ST, Zip: nfri, CPrqll ;/ 3 Contractor: P, r6 to.Telephoner —� Address:PJ-ZZn Project Description: City, ST, Zip: Telephone U �1PJC State Lic. # : City Lic. #: Arch., Engr., Designer: ROD I - Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 1 7 Construction Type: Occupancy: Project type (circle one): New dd' Alter Repair Demo Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: — , Estimated Value of Project: 7 JU APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMTT FEES Plan Sets Plan Check submitted i1 JII Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cal cs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading. plan 2" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Pians picked Up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3" Review, ready for correction(�q i ( Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees I7-�� L2oZ5_4 :tris o�t►�.% 9.60.140 Screening. http://www.gcode.us/codes/laquinta/view.php?topic=9-9_60-9_60_... La Quinta Municipal Code Up Previous Next Main Search Print Title 9 ZONING Chapter 9.60 SUPPLEMENTAL RESIDENTIAL REGULATIONS 9.60.140 Screening. A. Parking Area Screening. Screening of common parking areas shall be provided for all residential projects in accordance with the requirements for nonresidential uses in Section 9.100.050. B. Equipment Screening. 1. Roof -Mounted Equipment. Roof -mounted utility and mechanical equipment, including but not limited to air conditioning, heating, restaurant exhaust fans, electrical elevator structures, roof accesses, etc., may be permitted only as follows: a. For flat roofs, a screened enclosure behind the parapet wall may be used if it is made to appear as an integral part of the building. Screening shall be an integral part of the roof design and not appear as an afterthought. b. Such screening shall be provided so that the highest point of the equipment'is below the surrounding architectural feature and is screened from view to a minimum horizontal sight distance of one thousand three hundred twenty feet as viewed from a point five feet above finish grade, whichever provides the most screening. c. Roof -mounted equipment shall be screened from view of surrounding two-story (or more) residential development and, where feasible as determined by the city, from two-story commercial and other types of development. d. No equipment shall be placed on any sloped roof. 2. Ground -Mounted Equipment. Ground -mounted utility, mechanical, and pool, spa, or water feature equipment shall be screened from ground view of surrounding properties. Such screening may consist of perimeter walls or fencing (if permitted), screen walls, or landscape planting. Equipment within unenclosed exterior side yards shall be screened by an opaque wall. 3. Solar Equipment. Solar heating equipment, whether roof- or ground -mounted shall be installed so that the underside of the equipment isnot visible from surrounding properties. 4. Access Ladders. Wall -mounted exterior roof access ladders are prohibited unless screened from view by surrounding features. C. Facility Screening. Within multifamily and condominium projects, storage, trash and loading areas shall be screened as follows: 1. Storage Areas. All storage, including cartons, containers, materials or equipment shall be screened from public view as required by Section 9.100.120 (Outdoor storage and display). 2. Trash Areas. All outdoor trash and waste bins shall be enclosed by a solid wall not less than six feet in height in accordance with Section 9.60:220. Decorative overhead structures such as trellises shall be integrated into the enclosure design if it is visible from higher terrain. . 3. Loading Areas. Loading platforms and areas shall be screened from view from adjacent streets and residential, open space and recreation areas. (Ord. 325 § 1 (Exh. A) (part), 1998; Ord. 284 § 1 (Exh. A) (part), 1996) 1 of 1 12/7/2007 2:19 PM WILL BE CHARGED IF THE APPROVED PLANS AND JqB CARD ARE NOT ON THE S1TEA SCHEDULED ',✓IONSTRUCTION HOURS L) tuber 1st - April 30 onday - Friday: 7:00 a.mAt7 torday: 8:00 a.m. to s inday: None Government Code holiday N ay l st - September 30th IV onday - Friday: 6:00 a.mS torday: 8:00 a.m. to S nday: None overnment Code holiday Cffij lAf %Rj'k ffmPj r" FD on the following Code Holidays: New Year's Day . Dr. Martin Luther fling Jr. President's Day Memorial Day Independence Day Labor Day Veteran's Day ; Thanksgiving Day ; Christmas Day -i "AN ADEQUATELY SIZED DEBRIS CONTAINER PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NE S URE TO DO SO AY CAUSE TH I NER IMPED ATT E SE OF MTRA ." WE 000 0' 20' 40' 1LlE DESCRIPTION EXSISTING 400 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL SPR -4000n INVERTERS (3EA.) AND SOLAR SUBPANEL TO BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE LOCATIONS FOR SOLAR ELECTRIC ARRAY 56 SUNPOWER 205 -WATT SOLAR PANELS ARE SHOWN 11.5 KW -DC SYSTEM RATING (10.2 KW -AC) ROOF IS SINGLE STORY WITH A CONCRETE TILE SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE PROFESSIONAL SOLAR PRODUCTS 'ROOF-TRAC' RACKS MOUNTED FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING RACK ENGINEERING DETAILS F<AT DATE / ITY AQUINT FST UILDING & D APPROVE FOR CONSTRUCTIO , DA GENSELF CORPORATION SOLAR ELECTRIC INSTALLATION APPROVALS DATE SITE PLAN DRAWN M.RANGO 9-28-07 CHECKED G.BLOOM 9-28-07 BOB & STELLA NYLUND RESIDENCE 79465 BROOKVILLE LA QUINTA, CA 92253 REV. SRE A I CODE INDENT NO. DRAWING NO. 07-000-01 0 7so> s4-9ss2 1"=20' REV. A SHEET 1 OF 1 AO u9 - 2 STRINGS OF 8 MODULES FOR SPR -4000m INVERTER NO.3 2 STRINGS OF 10 MODULES FOR SPR -4000m INVERTER NO.2 2 STRINGS OF 10 MODULES FOR SPR -4000m INVERTER NO.1 11,480 WATT DC (10,161 WATT AC) INDIVIDUAL MODULE RATING: SOLAR ELECTRIC ARRAY PTC=189 WATTS 56 SUNPOWER 205—WATT MODULES Voc=47.8 VDC MODEL NO. SPR-205—BLK Isc=5.53 AMPS / I \ I WIRE AND CONDUIT SCHEDULE AMPS REQ. E WIRE WIRJrF ;AUGESIZE CONDUIT MODULE TO MODULE 5.53 8.63 NO. 10 USE -2 N A MODULE TO ARRAY J -BOX 5.53 8.63 NO. 10 USE -2 D56 N A ARRAY J - BOX O INV J -B 5.538.63 NO. 10 THWN J 4 INV - INVERTERS TO SUBPANEL 17 21.25 NO, 10 THWN J 4 J 4 MAIN 1 2 1 2 I ROOF JUNCTION BOX CONTINUOUS GROUND FROM MODULES THROUGH INVERTERS TO SUBPANEL NO. 8 BARE AT MODULES DC }� NO. 8 STRANDED FROM JB TO INVERTERS I (GROUND I L__/ II L — — — — DISCONNECTS r------- r --- I 0 II A I H gEQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING—ELECTRIC SHOCK HAZARD— DO NOT TOUCH TERMINALS—TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION". ® LABEL BREAKER "SOLAR ELECTRIC POWER SOURCE" PER NEC 705-10, AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4. INDIVIDUAL MODULES ARE GROUNDED USEING WEEB—PCM AND WEEBLUG SOLAR GROUNDING PRODUCTS MADE BY WILEY ELECTRONICS LLC. (UL 467) I I GROUND EXISTING MAIN AC AC AC UTILITY LOAD CENTER Q 31DIRECTIONAL METER— 60 AMP, 250 VAC 400A MAIN BREAK© UTILITY LOCKABLE r \ I I NEW SOLAR FUSED DISCONNECT (1 EA)— I NEW SOLAR SUBPANEL I OUTPUT I 240/120 VI SUNPOWER SPR -4000m METER I GRID -TIE INVERTERS (3 EA) I I © I INPUT: 250 TO 600 VDC 80A z-P� I I 20A 2 -POLE I OUTPUT: 4000 WATTS MAX OUTPUT EFFICIENCY: 96% UTILITY RID I 120/240 INPUT I I 60A I I za 7--POLE240 VAC, 17 AMPS MAX INTEGRATED GFCI za z-PaE L--- t---- NOTES: --- = EXSISIING GROUND ROD/UFER gEQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING—ELECTRIC SHOCK HAZARD— DO NOT TOUCH TERMINALS—TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION". ® LABEL BREAKER "SOLAR ELECTRIC POWER SOURCE" PER NEC 705-10, AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4. INDIVIDUAL MODULES ARE GROUNDED USEING WEEB—PCM AND WEEBLUG SOLAR GROUNDING PRODUCTS MADE BY WILEY ELECTRONICS LLC. (UL 467) I I GROUND WEIGHT LOADING ANALYSIS Solar Electric Installation For Bob & Stella Nylund residence, 79465 Brookville, La Qunita, CA 92253 Contractor: GenSelf Corporation October 1, 2007 Roof Information Roof is sloped concrete the with standard wood framing Wood trusses twenty-four inches on center Solar panel stanchions are spaced 4' on center for sloped roof area. Analvsis of dead load weiaht added to roof by installation of solar arra Sunpower 205 -watt - solar module weight 33 pounds No. of solar modules 56 Total weight of modules 1,848 pounds Weight of each Professional Solar Products "Roof Trac" rack set 18 pounds No. of rack sets 14.0 . Total weight of rack sets 252 pounds Total weight of solar array Height of each module Width of each module Area of one module Area of entire solar array Weight of solar array per unit area of roof No. of stanchions connected to roof joist rafters Weight loading per stanchion 2,100 pounds 5.1 feet 2.6 feet 13.4 square feet 750.0 square feet 2.8 pounds/square foot 96 21.8 pounds/connection See attached sheets for engineering information on the Professioal Solar Products "Roof -Trac" racks. 10/1/2007 Nylund - Wieght loading SunPower 205.xls JOB NO. No. of DC and AC DC and AC modules, DC and AC rating Inverter watts of kW of inverters of module efficiency system system SunPower 205 56 205 189 Inverter nameplate SPR -4000m 3 4000 SPR -4000m 0 4000 I Enter numbers in red_ en r efficiencv Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 11,480 watts -DC TOTAL AC WATTS 10,161 watts -AC 11.5 kW -DC 10.2 kW -AC 11.5 kW -DC 10.2 kW -AC 10/1/2007 Nylund - System watt ratings .xls JOB NO. 11,480 watts -DC 96.0% 10,161 watts -AC Inverter efficiency 96.0% 240vac 95.5% 208vac Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 11,480 watts -DC TOTAL AC WATTS 10,161 watts -AC 11.5 kW -DC 10.2 kW -AC 11.5 kW -DC 10.2 kW -AC 10/1/2007 Nylund - System watt ratings .xls JOB NO. SPR-205-BLK RESIDENTIAL PV MODULE The SunPower SPR-205-BLK is designed specifically for on -grid residential systems where a combination of high module efficiency and outstanding appearance is desirable. Utilizing 72 series -connected A-300 solar cells, the SPR-205-BLK delivers industry-leading power density in a unique all -black module package with exceptionally uniform appearance. SunPower modules—innovative design, proven materials, outstanding performance. FEATURES & BENEFITS • All -black module package eliminates harsh reflections and other noticeable cosmetic module features to provide optimum array appearance • Unique all -back contact solar cells with conversion efficiency up to 21.5% • Low voltage temperature coefficient, exceptional low -light performance, and high sensitivity to light across the entire solar spectrum maximize yearly energy delivery • Highest quality, high -transmission tempered glass provides enhanced stiffness and impact resistance • Aerospace style cell interconnects with in=plane strain relief provide extremely high reliability • Advanced EVA encapsulation system with multi -layer backsheet meets the most stringent safety requirements for high-voltage operation • A sturdy, black anodized aluminum frame allows modules to be easily roof -mounted with a wide variety of standard mounting systems m December 2006 SunPower Corporation. All rights reserved. specifications included in [his dotosheet are subject to change without notice. SPR-205-BLK RESIDENTIAL PV MODULE An unequaled combination of power and grace �L LISTED UL 1703, Class C Fire Rating T IEC 61215, Safely Class II Certified SunPower Corporation° 1.877.SUN.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com Engineered in California Document# 001.12153 Rev . SPR-205-BLK RESIDENTIAL PV MODULE ELECTRICAL CHARACTERISTICS AT STANDARD TEST CONDITIONS (STC) STC is defined as: irradiance of l 000W/m2, spectrum AM 1.5g and cell temperature of 25FC Peak Power',2 PmaX 205W Rated Voltage Vmp 40.OV Rated Current Imp 5.13A Open Circuit Voltage Va 47.8V Short Circuit Current Ix 5.53A Series Fuse Rating 15A Maximum System Voltage 600V (UL) l 000V (IEC) Temperature Co-efficients Power -0.38%/aC Voltage -136.8mV/aC Current 2.3mA/aC Module Efficiency .16.5% Peak Power per Unit Area 15.3W/sq.ff. ; 165W/m2 PTC Rating 189W Peak Power Tolerance: +/- 5% 2 Power guaranteed for 25 years. See SunPower Limited Warranty for details. MECHANICAL SPECIFICATIONS Length 61.39 in x 31.42 in [1559 mm x 798mm] Thickness, including junction box 1.81 in [46 mm] Weight 33 lbs [ 15 kg] DIMENSIONS [7 2 [180] lzoo zx04.2 ..._� 29.69 31.42 [754] [798] 7 61.39 [1461] 2X042 4X 06 6 [1559] ® December 2006 SunPower Corporation. All rights reserved. Specilicotions included in this datasheet are subject to change without notice. Documenttf 001-12153 Rev " SunPower Corporation® 1.877.SUN.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com Engineered in California BENEFITS Reliable and Robust Design Proven track record Ior durability anc longevity High Efficiency Weighted CEC efficiency over 95% and peak efficiency over 96% Reduced Installation Cost Integrated DC disconnect with fuses lowers materia` costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter Ideal Output Ideal for residential applications 1 01-11MURE,II1u 3000m & 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 3000m and 4000m provide exceptional reliability combined with superior performance. Innovative design and advanced testing have been brought together to create a durable inverter that enables optimal system performance over the long term. Both models come with a standard 10 -year warranty. www.sunpowercorp.com 3000m & 4000m INVERTERS ' EXCEPTIONAL RELIABILITY AND PERFORMANCE Electrical Data SPRm Efficiency Curves I 100 _ 1 SPR -3000m SPR -4000m — - - -- -- 95 250 vd AC Power 3000 W 3500 W @ 208 V / 0 90 310 Vd� 4000 W @ 240 V e 480 Vd i 85 u AC Maximum Output Current 15A, 12.5A 17A, 16.6A w 80 (@ 208V, 240V) 75 -. - AC Nominal Voltage /Range 183-229V@208 VAC 183-229V@208 VAC 70 211 - 264 V @ 240 VAC 211 - 264 V @ 240 VAC 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power AC Frequency f Range 60 Hz / 59.3 Hz - 60 Hz / 59.3 Hz - 60.5 Hz 60.5 Hz - Mechanical Data Power Factor 1 1 Shipping Dimensions W x H x D inches 23.5"x 18.5'x 16.0" unit Dimensions W x H x D inches 17.8" x 13.8" x 9.3" Peak Inverter Efficiency 96.6% 96.8% Inverter Weight 88 lbs Shipping Weight 94 lbs CEC Weighted Efficiency 95.0 % @ 208 V 95.5 % @ 208 V 95.5 % @ 240 V 96.0 % @ 240 V Forced Air / Sealed Cooking Electronics Enclosure Recommended Array Input Power (DC @ STC) 3600 W 4800 W Enclosure NEMA 31Z j MOUOFIng Wall Mount Bracket Standard DC Input Voltage Range 200 - 500 V @ 208V 200 - 500 V @ 240V 250- 600 V @ 208 VAC 250 - 600 V @ 240 VAC Ambient Temperature Range -13 to +113 °F Peak Power Tracking Voltage 1 ao-400 v @ 208 vAc zzo - 4ao V @ 2oa vnc Warranty and Certifications g g 200 - 400 V @ 240 VAC 250 - 480 V @ 240 VAC Warranty 10 year limited warranty DC Max. Input Current 17A 18 A Compliance: IEEE -929, IEEE -1547, UL 1741-2005, Certifications UL 1998, FCC Part 15 A & B I DC Voltage Ripple <5% I No. of Fused String Inputs 4 Power Consumption: <7W/0.1 w Standby / Nighttime Fused DC Disconnect Standard; Complies w NEC Standards i Grounding Positive Ground About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. 0 June 2007 SunPower Corporation. All rights reserved. specifications included in this datasheet are subject to change without notice. Document # 001-16966, Rev www.sunpowercorp.com TriTek Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING DESIGN 7122 112 Topanga Canyon Blvd., Suite A, Canoga Park, California 91303 Professional Solar Products Attn: Stan Ullman 1551 S. Rose Ave. Oxnard, CA 93033 Date of observation test: October 6, 2005 Subject: 50 lb. #fsq, ft. Test of SunPower 31,4" x 61 A" Solar modules mounted an Roof Trac flat mounting system. TEST SETUP (FLAT MOUNT): Four SunPower 31.4" x 61.4" modules were bolted to 1.5" x 1.5" x 136" Roof Trac support rails using a combination of 10 Ea. 5116" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the Tile Trac device with a 318" nut and washer at six attachment points. The setup was then attached to 2" x 4" rafters using a 5116" x 3" lag bolt. The spans tested consisted of a front to rear of 48" with attachments spaced at 48". The entire test set up rested on the concrete floor. The Roof Trac mounting system will support SunPower photovoltaic modules. TEST PROCEDURE: The test set up was then loaded using sandbags that produced an equivalent 50 Ib. #lsq. ft. loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was 114". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the download condition. The results of the tests were duplicated in the uplift condition. The deflection was 114" maximum and the fixture suffered no signs of distress and was to the loading. This document certifies the Tile Trac mount used with SunPower modules, withstands a 50 Ib. per square foot static pressure load, this loading is equivalent to a wind speed of approximately 125 mph using wind load exposure and gust factor coefficient "exposure Cas defined in the 2001 Uniform Building Code. Overall the mounting unit performed as expected. Sincerely, All J. Basma, RCE This engineering report verifies that Tritek Engineering has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Tritek Engineering does not field check installations or verify that the mounting system is installed as described in this engineering report. To assist the building inspector in identification of this mounting system, it is required that a permanent adhesion label describing "Roof Trac' is to be placed on at least one of the main support rails. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. All lag engagement should be properly torqued and driven perpendicular into the center of a structural member of the roof. Lag bolts require drilled pilot holes to length of the thread using the sizes listed below: 1. 5116" lag bolt requires a 3116" pilot hole 2. 318" lag bolt requires a'b" pilot hole. If the roof ply or shingle is in excess of 318" in thickness, it is recommended that the longer length lag screw be used to insure minimum engagement. It is the responsibility of the installer to insure that solid attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment or personal injury. Photovoltaic solar panels are generally accepted as a light weight roof accessories and generally do not require roof load calculations when properly installed. However, this office does not express an opinion as to the load bearing characteristics of all roofs and under all conditions of load. Roofs in excess of 25 degrees in pitch, with snow load, should be reviewed on a regional basis. Wind loading values are defined by the UBC are relative to defined load values per square foot performed in this static load test. Structural attachment devices that have been laboratory tested by accredited ICC testing laboratory and provide similar retention values can be interchanged with this system. Q9,QE ESSI Control No. SUNP TT_FL.P� Note: This engineering is not intended tot use in obtaining a permit tot systems other than the above mentioned on. X3080 otherwise directed in writing, this engineering shall not be publicly posted or copied. EV: 06/30ro9 CO A 5/16" x 2-1/2" Hex Bolt 5/16" Flat Washer �---- Intermodule Clamp Channel Nut Support Rail J- 318"x 1-1/2" Cup Head Socket stud Tile Trac 5/16" x 3" Upper Carriage Tile Trac Base Lag Bolt Download Deflection 50# per Sq. Ft.: 1/4" Download Deflection 50# per Sq. Ft.: 114" Roof Trac Photovoltaic mounting system using SunPower Modules: Roof Trac—Fiat installation Revised: 10/31/05 SunPower Modules Control No. SUNP TT_FL.P Static load test Illustration Page 2 of 2 " ar DOMED DORMER WILL BE REPLACEDrA, WITH 'FLAT' TYPE DORMER. a Fir DESCRIPTION I DAT 9-28-07 EXSISTING 400 -AMP ELECTRICAL PANEL NEW UTILITY LOCKABLE AC DISCONNECT ADJACENT TO MAIN ELECTRICAL PANEL SPR -4000n INVERTERS (3EA.) AND SOLAR SUBPANEL TO BE FIELD LOCATED IN ACCORDANCE WITH OWNER PREFERENCE LOCATIONS FOR SOLAR ELECTRIC ARRAY 56 SUNPOWER 205 -WATT SOLAR PANELS ARE SHOWN 11.5 KW -DC SYSTEM RATING <10.2 KW -AC) ROOF IS SINGLE STORY WITH A CONCRETE TILE SURFACE ROOF MOUNTING RACKS FOR SOLAR MODULES ARE PROFESSIONAL SOLAR PRODUCTS 'ROOF-TRAC' RACKS MOUNTED FLUSH WITH ROOF SEE ATTACHED SHEETS FOR MOUNTING RACK ENGINEERING DETAILS F1ar F(Ar SOLAR ELECTRIC INSTALLATION CORPORATION APPROVALS DATE SITE PLAN 0' 20' 40' DRAWN M.RANGO 9-28-07 CHECKED G.BLOOM 9-28-07 BOB & STELLA NYLUND RESIDENCE 79465 BROOKVILLE LA QUINTA, CA 92253 REV SI2E CODE INDENT N0. 1 DRAWING NO. 07-000-01 OWNER PHONE: (760) 564-9662 A SCALE 1"=20' REV. A I SHEET 1 OF 1 11,480 WATT DC (10,161 WATT AC) INDIVIDUAL MODULE RATING: SOLAR ELECTRIC ARRAY PTC=189 WATTS 56 SUNPOWER 205—WATT MODULES Voc=47.8 VDC MODEL NO. SPR-205—BLK Isc=5.53 AMPS 2 STRINGS OF 8 MODULES FOR SPR -4000m INVERTER NO.3 I I WIRE AND CONDUIT SCHEDULE AMPS MULTI- REO. WIRE WIRE CONDUIT PUER AMPS GAUGE TYPF7 S MODULE TO MODULE 5.53 .56 8.63 NO. 10 1USE-2 N A MODULE TO ARRAY J -BOX 5.53 1.56 8.63 IND. 10 USE -2 N A 2Q' IARRAY J-BOX0 INV J -BOX 5.53 56 8.63 INO. 10 THWN J 4 INV - 3 4 3 4 1 2 NEL MAIN PANEI 151 13.11 P.11 1 2 2 STRINGS OF 10 MODULES FOR I SPR -4000m INVERTER NO.2 2 STRINGS OF 10 MODULES FOR SPR -4000m INVERTER NOA I I CONTINUOUS GROUND FROM MODULES THROUGH INVERTERS TO SUBPANEL NO. 8 BARE AT MODULES ROOF JUNCTION BOX I NO. 8 STR/WOED FROM JB TO INVERTERS �\ IGROUND I 2 DC DISCONNECTS --- F-1 0 I L---� J I ---L J = GROUND gEQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING—ELECTRIC SHOCK HAZARD— DO NOT TOUCH TERMINALS—TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION". ® LABEL BREAKER "SOLAR ELECTRIC POWER SOURCE" PER NEC 705-10, AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4. INDIVIDUAL MODULES ARE GROUNDED USEING WEEB—PCM AND WEEBLUG SOLAR GROUNDING PRODUCTS MADE BY WILEY ELECTRONICS LLC. (UL 467) EXISTING MAIN AC AC AC UTILITY 1400A LOAD CENTERS Q 31DIRECTIONAL METER r 60 AMP, 250 VAC I MAIN I BREAKER I NEW UTILITY LE FUSED DISCONNECT r NEW SOLAR ( �I © SOLAR (1 EA) SUBPANEL IY OUTPUTr I 240/120 VI SUNPOWER SPR -4000m ( I METER I GRID -TIE INVERTERS (3 EA) / I AINPUT: I ( 33 250 TO 600 VDC ea 2-f4DLE I I 20A z -POLE I OUTPUT: 4000 WATTS MAX I ~' OUTPUT EFFICIENCY: 96% _ UTILITYRG ID I 120/240 INPUT I I 60A I I za z-PaLE 240 VAC, 17 AMPS MAX INTEGRATED GFCI za 2 -POLE L--- L--- NOTES: --- = EXSISTING GROUND ROD/UFER gEQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING—ELECTRIC SHOCK HAZARD— DO NOT TOUCH TERMINALS—TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION". ® LABEL BREAKER "SOLAR ELECTRIC POWER SOURCE" PER NEC 705-10, AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4. INDIVIDUAL MODULES ARE GROUNDED USEING WEEB—PCM AND WEEBLUG SOLAR GROUNDING PRODUCTS MADE BY WILEY ELECTRONICS LLC. (UL 467) WEIGHT LOADING ANALYSIS Solar Electric Installation For Bob & Stella Nylund residence, 79465 Brookville, La Qunita, CA 92253 Contractor: GenSelf Corporation October 1, 2007 Roof Information Roof is sloped concrete tile with standard wood framing Wood trusses twenty-four inches on center Solar panel stanchions ,are spaced 4' on center for sloped roof area. Analvsis of dead load weiaht added to roof by installation of solar arra Sunpower 205 -watt - solar module weight 33 pounds No. of solar modules 56 Total weight of modules 1,848 pounds Weight of each Professional Solar Products "Roof Trac" rack set 18 pounds No. of rack sets 14.0 Total weight of rack sets 252 pounds Total weight of solar array Height of each module Width of each module Area of one module Area of entire solar array Weight of solar array per unit.area of roof No. of stanchions connected to roof joist rafters Weight loading per stanchion 2,100 pounds 5.1 feet 2.6 feet 13.4 square feet 750.0 square feet 2.8 pounds/square foot 96 21.8 pounds/connection See attached sheets for engineering information on the Professioal Solar Products "Roof=Trac" racks. 10/1/2007 Nylund - Wieght loading SunPower 205.xis JOB NO. No. of DC and AC DC and AC modules, DC and AC rating Inverter watts of kW of inverters or moauie 56 205 189 Inverter nameplate 3 4000 0 4000 Enter numbers in red, enter correct inverter efficiency efficiency 11,480 watts -DC 96.0% 10,161 watts -AC Inverter efficiency 96.0% 240vac 95.5% 208vac Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS 11,480 watts -DC TOTAL AC WATTS 10,161 watts -AC 11.5 kW -DC 10.2 kW -AC 11.5 kW -DC 10.2 kW -AC 10/1/2007 Nylund - System watt ratings .xIs JOB NO. SPR-205-BLK RESIDENTIAL PV MODULE The SunPower SPR-205-BLK is designed specifically for on -grid residential systems where a combination of high module efficiency and outstanding appearance is desirable. Utilizing 72 series -connected A-300 solar cells, the SPR-205-BLK delivers industry-leading power density in a unique all -black module package with exceptionally uniform appearance. SunPower modules—innovative design, proven materials, outstanding performance. FEATURES & BENEFITS • All -black module package eliminates harsh reflections and other noticeable cosmetic module features to provide optimum array appearance • Unique all -back contact solar cells with conversion efficiency up to 21.5% • Low voltage temperature coefficient, exceptional low -light performance, and high sensitivity to light across the entire solar spectrum maximize yearly energy delivery • Highest quality, high -transmission tempered glass provides enhanced stiffness and impact resistance • Aerospace style cell interconnects with in -plane strain relief provide extremely high reliability • Advanced EVA encapsulation system with multi -layer backsheet meets the most stringent safety requirements for high-voltage operation • A sturdy, black anodized aluminum frame allows modules to be easily roof -mounted with a wide variety of standard mounting systems O December 2006 SunPower Corporation. All rights reserved. Specilico ions included in [his datosheet are subject to change without notice. SPR-205-BLK RESIDENTIAL PV MODULE An unequaled combination of power and grace �l uSTED UL 1703, Class C Fire Rating r IEC 61215, Safety Class II Certified SunPower Corporation° 1.877.SUN.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com Engineered in California DocurnentN 001-12153 Rev " SPR-205-BLK RESIDENTIAL PV MODULE ELECTRICAL CHARACTERISTICS AT STANDARD TEST CONDITIONS (STC) STC is defined as: irradiance of 1000W/m2, spectrum AM 1.5g and cell temperature of 25aC Peak Power' 2 PmaX 205W Rated Voltage Vmp 40.OV Rated Current Imp 5.13A Open Circuit Voltage V« 47.8V Short Circuit Current lu 5.53A Series Fuse Rating 15A Maximum System Voltage 600V (UL) 1000V (IEC) Temperature Co-efficients Power -0.38%/oC Voltage -136.8mV/aC Current 2.3mA/0C Module Efficiency 16.5% Peak Power per Unit Area 15.3W/sq.ff. ; 165W/m2 PTC Rating 189W L""J I Peak Power Tolerance: +/- 5% 2 Power guaranteed for 25 years. See SunPower Limited Warranty for details. MECHANICAL SPECIFICATIONS Length 61.39 in x 31.42 in [1559 mm x 798mm] Thickness, including junction box 1.81 in [46 mm] Weight 33 lbs [15 kg] DIMENSIONS: 72] 601 [ Izoo 2X 04.2 2 ['4613 1 2X042) 4X,066 O December 2006 SunPowor Corporation. All rights reserved. Spocificatiws included in this dotosheet are subject to change without notice. DocumeNk 001-12153 R.... SunPower Corporation' 1.877.SUN.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com Engineered in California BENEFITS Reliable and Robust Design Proven track record for durability and longevity High Efficiency Weighted CEC efficiency over 95% and peak efficiency over 96% Reduced Installation Cost Integrated DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter Ideal Output Ideal for residential applications Sf'R-3000m and SPR -4000m 3000m & 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 3000m and 4000m provide exceptional reliability combined with superior performance. Innovative design and advanced testing have been brought together to create a durable inverter that enables optimal system performance over the long term. Both models come with a standard 10 -year warranty. www.sunpowercorp.com 3000m & 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE Electrical Data SPRm Efficiency Curves _ - 100 SPR -3000m SPR -4000m -� - — - — — 95250 vdF- _... _ .. i AC Power 3000 W 3500 W @ 208 V / o° 90 310 Vd 4000 W @ 240 V 480 vd iv 85 •y i AC Maximum Output Current 15A, 12.5A 17A, 16.6A i semU 80 i (@ 208V, 240V) I 75 AC Nominal Volta a Ran a g / g 183-229V@208 VAC 183-229V@208 VAC 70 211 - 264 V @ 240 VAC 211 - 264 V @ 240 VAC 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power AC Frequency / Range 60 Hz / 59.3 Hz - 60 Hz / 59.3 Hz - 60.5 Hz 60.5 Hz Mechanical Data Power Factor 1 1 Shipping Dimensions W x H x D inches 23.5"x 18.5'x 16.0• 4 Unit Dimensions W x H x D inches 17.8" x 13.8" x 9.3' Peak Inverter Efficiency 96.6% 96.8% Inverter Weight 88 lbs Shipping Weight 94 lbs CEC Weighted Efficiency 95.0 % @ 208 v 95.5 % @ 208 v I 95.5 % @ 240 V 96.0 % @ 240 V Forced Air / Sealed Cooling Electronics Enclosure I Recommended Array Input Power (DC @ STC) 3600 W 4800 W Enclosure NEMA 3R Mounting Wall Mount Bracket Standard DCInput Voltage Range 200 - 500 V @ 208V 200 - 500 V @ 240V 250 - 600 V @ 208 VAC 250-6WV@240 VAC Ambient Temperature Range -13 to+113°F Peak Power Tracking Voltage g g 1ao-400v@208vAc zzo-4aov@2oaVAC Warranty and Certifications 200 - 400 V @ 240 VAC 250 - 480 V @ 240 VAC t I Warranty 10 year limited warranty t i DC Max. Input Current 17 A 18 A Certifications Compliance: IEEE -929, IEEE -1547, UL 1741-2005, UL 1998, FCC Part 15 A 8: B DC Voltage Ripple < 5% No. of Fused String Inputs 4 Power Consumption: <7W/0.1 W Standby / Nighttime O Fused DC Disconnect Standard; Complies w NEC Standards DD Grounding Positive Ground About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. O June 2007 SunPower Corporation. All rights reserved. Specifications included in this dolosheel ore subject to change without notice. Document # 001-16966, Rev www.sunpowercorp.com TriTek Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING DESIGN 7122 112 Topanga Canyon Blvd., Suite A, Canoga Park, California 91303 Professional Solar Products Attn: Stan Ullman 1551 S. Rose Ave. Oxnard, CA 93033 Date of observation test: October 6, 2005 Subject: 50 lb. #Isq, ft. Test of SunPower 31,4" x 61 A" Solar modules mounted an Roof Trac flat mounting system. TEST SETUP (FLAT MOUNT): Four SunPower 31.4" x 61.4" modules were bolted to 1.5" x 1.5" x 136" Roof Trac support rails using a combination of 10 Ea. 5116" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the Tile Trac device with a 318" nut and washer at six attachment points. The setup was then attached to 2" x 4" rafters using a 5/16"x 3" lag bolt. The spans tested consisted of a front to rear of 48" with attachments spaced at 48". The entire test set up rested on the concrete floor. The Roof Trac mounting system will support SunPower photovoltaic modules. TEST PROCEDURE: The test set up was then loaded using sandbags that produced an equivalent 50 lb. #/sq. ft. loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was 1/4". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the download condition. The results of the tests were duplicated in the uplift condition. The deflection was 1/4" maximum and the fixture suffered no signs of distress and was to the loading. This document certifies the Tile Trac mount used with SunPower modules, withstands a 50 lb. per square foot static pressure load, this loading is equivalent to a wind speed of approximately 125 mph using wind load exposure and gust factor coefficient . "exposure C" as defined in the 2601 Umtorm Building Code. Overall the mounting unit perfomred as expected. Sincerely, All J. Basma, RCE This engineering report verifies that Tritek Engineering has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Tritek Engineering does not field check installations or verify that the mounting system is installed as described in this engineering report. To assist the building inspector in identification of this mounting system, it is required that a permanent adhesion label describing "Roof Trac" is to be placed on at least one of the main support rails. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. All lag engagement should be properly torqued and driven perpendicular into the center of a structural member of the roof. Lag bolts require drilled pilot holes to length of the thread using the sizes listed below: 1. 5/16" lag bolt requires a 3116' pilot hole 2. 3/8" lag bolt requires a'/.' pilot hole. If the roof ply or shingle is in excess of 318" in thickness, it is recommended that the longer length lag screw be used to insure minimum engagement. It is the responsibility of the installer to insure that solid attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment or personal injury. Photovoltaic solar panels are generally accepted as a light weight roof accessories and generally do not require roof load calculations when properly installed. However, this office does not express an opinion as to the load bearing characteristics of all roofs and under all conditions of load. Roofs in excess of 25 degrees in pitch, with snow load, should be reviewed on a regional basis. Wind loading values are defined by the UBC are relative to defined load values per square foot performed in this static load test. Structural attachment devices that have been laboratory tested by accredited ICC testing laboratory and provide similar retention values can be interchanged with this system. of ESSioy o Bas q� Control No. SUNP TT_FLP � 9 Note, This engineering is not intended for use in obtaining a permit tot systems other than the above mentioned on. Nhtat 530130 m otherwise directed in writing, this engineering shall not be publicly posted or copied. ry Exp: 06/30/09 5/16" x 2-1/2" Hex Solt 5/16" Flat Washer �Intermodule Clamp lt::�Channel Nut 013 Support Rail ir axj 318'x 1-1/2" Cup Head Socket stud ~� Tile Trac 5116" x 3" Upper Carriage Tile Trac Base Inn Wn11 Download DeRection 50# per Sq. Ft.: 1/4" Download Deflection 50# per Sq. Ft.: 1/4" Roof Trac Photovoltaic mounting system using SunPower Modules: Roof Trac—Flat Installation Revised: 10/31105 SunPower Modules Control No. SUNP Tr_FL.P Static load test illustration Page 2 of 2