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13-0369 (SOL)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 4/26/13 Application Number: 13-00000369 Owner: Property Address: 48211 CALLE FLORISTAS MOLITOR, DANIEL & THERESA APN: 646-092-006- - - 26703 93RD AVE Application description: SOLAR SAINT CLOUD, MN 563 -n Property Zoning: LOW DENSITY RESIDENTIAL O fPR Application valuation: 22578 Contractor: Applicant: Architect or Engineer: SWAN SOLAR 24512 BRIDGER ROAD I CITY OF L.,-. Ji1'OTA LAKE FOREST, CA 92630 FINANCE (949) 309-3409 Lic. No.: 909987 ------------------------------------------------------------------------------------------------- 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 lwas�s: C46 LicenseNo.: 909987 Dare siO Contractor:" OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is -exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not -apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 1 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: A/N� Lender's Address: f LQPERMIT 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 C/ for bV,5adron 3700 of the Labor Code, for the performance of the work for which this permit is IS L44 ve 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 WESCO INS CO Policy Number SWC1009142 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 Labord shall rth omply those provisions. Dater Applica .. 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. 1 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 buil ' construction,�q hereby authorize representatives of this coil con rater upon the above-mentioned pro rty fo P ose Date: Signature (Applicant or Age Ci Application Number . . . . . 13-00000369 .Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/23/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 - . 7.5000 EA ELEC PWR APP >1 TO <=10 ----------------------------------------------------------=----------------- 7.50 Permit . . . SOLAR PERMIT Additional desc . . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date . . . . Valuation . . . . 22578 Expiration Date . . 10/23/13 Qty. Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4..50 1.00 3.0000 EA SOLAR EQUIP MISCELLANEOUS 3.00 ----------------7----------------------------------------------------------- Special Notes and Comments 3.4kW SOLAR ARRAY - (13) 260W SUNIVA PANELS W/ (1) 4000W SUNNYBOY INVERTER (221SF] 2010 CALIFORNIA ELECTRICAL CODE. April 23, 2013 4:08:05 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . I BLDG STDS ADMIN (SB1473) 1.00 -Fee summary Charged Paid Credited ------------------------- Due : --------------------------- Fee Total 45.00 .00 .00 45.00 Plan Check Total 11.26 .00 .00 11.26 Other Fee Total 1.00 .00 .00 1.00 Grand Total 57.26 .00 .00 57.26 LQPERMIT Bin. # CIS}/ Of Qi1fI1td Building gr 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: �� ��U Ir S yW Owner's Name:. / C 1)1W A. P. Number. —.C� 92 —. Address: ZI� CLLC Q,(/67 -4-S Legal Description: 5-�,5-A — City, ST, Zip: Z 4 9aa.r3 Contractor. -�l.,,>v S— /I Address: 2^TS,/�� �R//�(s�n��� RD. Project Description: 0 � I%* City, ST, Zip: Zme- tST (4-9,96,30 p� �. E Telephone: �% D'p/ 1�� :vcz. �`rl �% (IGL/ i�i� S yS7'1-<— State Lic. # : (� /. City Lic # Arch, Engr., Designer. 54JAAO {'►Y.—. Address: City., ST, Zip: Telephone: �V a Construction Type: .��/e Occupancy: State Lic. #: rj y` Project type (circle one): New Add' Alter Repair Demo Name of Contact Person: j��r 5 ,�� Sq. Ft.:,? # Stories: # Univ: Telephone # of Contact Person: % Estimated Value of Project: 202. 'Jd APPLICANT: DO NOT WRITE BELOW THIS UNE >E Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted 2 Item Amount Structural Cale& Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person, . Plan Check Balance. Tide 24 Calci. Pians picked up Construction Hood plain plan Plans resubmitted.. Mechatiical Giading plan 2'! Review, ready for correcfionsfiissue Electrical Snbcoutactor List Called Contact Person Plumbing Grant Deed Pians picked up SALL H.O.A. Approval Plans resubmitted Grading IN HOUSV, '"' Review; ready for correction Developer Impact Fee Planning Approval Called Contact PersonA.I.P-P- Pub. Wks. Appr Date of permit issue School Fees 97 Z� t � �*,Mo w ''tp uCsuib �1 1 '�O ■ � � Iry e®e -v�� MAR 2.5 2013 CITY'OF LA.Q.ji COMMUNITY DEVELOPMENT SHEET SET INDEX SHEET 11 SITE PLAN, VICINITY MAP, PARCEL INF❑RMATI❑N SHEET 21 SOLAR SCHEMATIC, INVERTER AND SOLAR MODULE SPEC SHEETS, GR❑UNDING, AC DISC❑NNECT, SYSTEM NOTES, REQUIRED PLAQUES, SHEET 31 FLASHING INF❑RMATI❑N AND M❑UNTING HARDWARE INF❑RMATI❑N, P/LN 48' CONDUIT NOTE: ALL CONDUIT IS RUN ALONG THE EXTERIOR OF THE RESIDENCE AND TO BE PAINTED/COL.DRED TO BEST MATCH EXISTING ROOFING MATERIAL AND RESIDENCE. SOLAR ARRAY :MOUNTING INSTRUCTIONS: ROOFMOUNTS (fYP.) SPACED 4' ON EXISTING RAFTERS. FASTJACK ROOF STANCHION IS SECURED DIRECTLY TO RAFTER WITH A" X 3" LAG SCREW AND A 1" MIN. EMBEDMENT. THE ENTIRE ASSEMB'?_Y USES A PRE -FABRICATED FLASHING COMPONENT FOR WATERPROOFING. UNIRAC SOLARVOUNT RAIL COMPONENT #4, L-FOOT, FASTENS TO FASTJACK ROOF STANCHION (TYP.), SEE SHEET TWO FOR DETAILS. 431_31 GENERAL NOTES: - Homeowner and/or Contractor to notify serving utility before activation of PV system. This project shall comply with the 2010 CBC, CMC, CPC, AND CEC. All Electrical devices and utilization equipment shall be listed by an approved testing agency. DC Current P.V. circuits run inside a building or structure shall be contained in metallic raceways or nclosures from the point of penetration of the surface of the building or structure to the first readily accessible isconnecting means. The discharge of pollutants to any storm drainage system is prohibited. No solid waste, petroleum by roducts, soil particulate, construction waste materials, or waste water generated on construction sites or by onstruction activities shall be placed, conveyed or discharged into the street, gutter or storm drain system. Separate permit(s) is/are required for accessory building, swimming pool, retaining wall, walls over 3 feet, patio covers, demolition, etc. Existing: - Roof Type: Concrete Tile - Weight: 8 Ibs/ft^2 - New Roof Mounted Photovoltaic Energy System: - Conductors will NOT be run through the house - The Weight exerted on the roof struct solar arrays +mounting hardware = 2.95 Ibs/ft2 EXISTING ROOFLINE TO REMAIN EXISTING EXTERIOR HOUSE WALL EXISTING TRUSS TO REMAIN, 2'X4'822'O.C., 15' PITCH, AND 6' SPAN. r — — 1N08J 30N30IS38 SOLAR ARRAY: \ 1ST STORY INSTALLATION 13 PANEL SOLAR LAYOUT = 226.98 SCI.FT. SOLAR ARRAY ORIENTATION NOTE: PANELS ARE LOCATED ON EAST ROOF SECTIONS PARALLEL WITH ROOF PITCH. AZIMUTH: 100' TILT: IS* P/LN 74.89' rV I REQUIRED PV SIGNAGE AS PER ARTICLE 690 OF THE 2010 CEC (DETAILS PAGE 2 OF SHEET SET) INVERTER AND INTEGRAL DC DISCONNECT AC DISCONNECT BY SWAN EXISTING MAIN ELECTRICAL PANEL CLEARANCE PER 2010 CEC C+) c) Z J ioL r1At C�NDUIi PF ® # * 4P RASE IEFERENCE UN dOTON ELECTRICAL ELECTRICAL ELECTRICAL S,M--��--}}RECEPTACLE S1MRW METER INVERTER aHC ISCONNENT ELECTRICAL METIER REV DATE Molitor_60207-C 2 1 VICINITY MAP •I pA-4—! ^. fro. E"911ower Dr S&faL•;rARr Cr r.» N Y e tM x x PARCEL INFORMATION LEGAL In the County of Riverside, State of California Assessed Owner: DANIEL L. MOLITOR AND THERESA M. MOLITOR Legal Description: ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: LOT(S) 6 OF TRACT NO.20052-2, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON A MAP THEREOF FILED IN BOOK 144 PAGE(S) 80 THROUGH 82 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL 2: AN EASEMENT OVER THE SOUTHEASTERLY 13.00 FEET OF LOT 7 OF TRACT NO.20052-2 AS SHOWN ON A MAP THEREOF FILED IN BOOK 144, PAGES 80 THROUGH 82 INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, FOR INGRESS, EGRESS, ENTRY WALK, LANDSCAPE, AND GENERAL LAWN AREA. PARCEL 3: NON-EXCLUSIVE EASEMENT FOR ENJOYMENT OF THE COMMON AREAS AS DEFINED AND DELINEATED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED OCTOBER 24, 1984, AS INSTRUMENT NO.220777, OF OFFICIAL RECORDS AND ANY AMENDMENTS THERETO. (SAID RESTRICTIONS WERE ANNEXED TO SAID TRACT BY AN ALDENDUM RECORDED MARCH 28, 1985 AS INSTRUMENT NO.63738 OF OFFICIAL RECORDS.) Legal Lot/Unit: 6 Assessor's Parcel #: 646-092-006 CITY OrLA QUINTA BUILDING & SAFETY DEPT. FOR CONSTRUCTION NDATE qL"6*2BY 4.4 w�u Yit �t9'tcw� � E� ET IEV IE[ for confo mWeto stru ural,�alc�l d . Lacher, wC.E. 67 I Pool Engineting; Inc. 'ei mom @ N 1 A�aga sNiHtFHHfim. ELECTRICAL RUN GAS LINE INSIDE BLOCK L — — • — — — PROPERTY LINE SAW CUTS WIFENCE WOOD FENCE CHANGES SCALE : 1' = 8' OWNERS Molitor, Dan &Theresa ADDRESS 48211 Calle Floristas 0 02-01-2013 ENGINEERING UPDATE CITY La Quinta, CA 92253 Lc.._ �`Wan Solar 24512 BRIDGER RD., LAKE FOREST, CA 92630 (949) 309-3409 C 46 LIC. #909987 H/ W PHONE 320-980-8110 DESIGNER Becker, Tristan MAP PAGE to 0 r op_ AF lioa R1 n J a rasa 30M woo so00 6000 MW P •" �„ ,o0a f "- W rc I1 l�t�o11C'? '., , I r !, hiiii ll Vl�II� rr,6. MN. I§ 9 7 www.sma-america.com Phone 530-273-4895 Toll Free 888-4SMAUSA SOLAR PANEL SPECIFI F}n rl OPTIMUS SERIE � I ELECTRICAL DATA (NOMINAL) SOLAR SCHEMATIC MODULE SPECIFICATION MODEL NO. OPT260-60-4-1130 PEAK POWER 260 W CEC RATED POWER 232.8 W _ RATED VOLTAGE Vm 30.50 V RATED CURRENT (Imp) 8.52 A OPEN CIRCUIT VOLTAGE Voc 38.3 V SHORT CIRCUIT CURRENT (ISC) 19.01 A ARRAY DETAILS NO. OF MODULE PER STRING 13 NO. OF STRINGS 1 ARRAY WATTS AT STC 3380 W ARRAY WATTS AT PTC 2905 MAX. VOLTAGE 1600 V AC DISCONNECT SMA AMERICA AMP RATING: 30A DC INTERFACE SB4000US (240V) 2 VOLT RATING:240V INTEGRATED DC 4000W, 96.0% CEC PART #: H221NRB DISCONNECT 240VAC, 16.6A FLA AC INTERFACE MANUF: SQUARE-D DC- 20A TYP SOAP r--------- i UTILITY BI-DIRECTIONAL i ELECTRIC METER M I I -- -------- MAIN SERVICE PANEL r 200A,240VAC,IPH, 1 3W+G � f\'NCB : �- 1200A i 200 AMP BUS BAR W/ NEW I 30 AMP BREAKER WILL Q Q i COMPLY WITH 120%RULE. L1 LLB-i1C1�11' -{ N I I I I G t O GND I GFI FUSE N L2 Ll II I O I I L_yL-------------------J 5 EXISTING GROUND * l)ntirolal WIRE/CONDUIT SCHEDULE TAG DESCRIPTION CONDUIT CONDUCTOR 1-WRY LENGTH NOTES TYPE/SIZE SIZE/TYPE (FEET) 1 Array to DC Disconnect j" EMT #SO USE-2 90*C 35'-0" 2 Inverter to AC Disconnect " EMT #10 THWN-2 90° C T-O" 3 C Disconnect to MSP J" EMT #10 THWN-2 90- C T-O" are r Wire N/A Equipment Grounding Conductor 13�GrouriEding!Electrode Conductor #8 BARE ARMOR CABLE 10' To Existing Grounding Electrode ARRAY A - OPERATING VOLTAGE (VOQ: 497.9 V (567.60 V SMAW/ 1.14 MULTIPLIER CEC TABLE 690.7) America, Inc.I- MAX OUTPUT DCCURRENT: 11.26AMPS PER SERIES (CEC690.8(A)(1)) CATIONS OPT 60 GEL' DERATING FACTORS FOR CONDUCTORS IN SINGLE LINE DIAGRAM: sw . W IJW O.a am s•NN: 2e0 VWL N CM selr Mawr t..a+w+.o M ... r,•NNI.. onA.r•N.. Mrr•7.ra like ] Y Y __ Y C1 411 311 Y Y NY W ]Y O{, :Y MJ aY m.. --MMWM-^ISIMS-..9•W...... 21111100 .mie eYac rVLG� I TAG 1 CONDUCTORS 2010 USE-2 90• C (1BLACK/1 WHITE) 1 #8 THHN-2 90° C GRID (GREEN) CONDUIT : /4" EMT CONDUIT +112" FROM ROOFTOP DERATING FACTORS #10 USE-2 AMPACITY= 40 AMPS TEMPERATURE CORRECTION FOR 148• F IS 0.58 PER TABLE 310.16. 100% DERATING PER TABLE 310.15B. 40 AMPS X 0.58 X 100% = 23.2 AMPS MAX. OUTPUT CURRENT = 11.26 AMPSIDC (PER CEC690.8(B)(1)) MIN.CONDUCTOR SIZE= 14.08 AMPS (PER CEC690.8(B)(1)) Po"r Classification i Pmax (W 265 260 265 Module Efficient Model Number y °4, _ OPT 45.71- _._..MM._ 55-60-4-1 BO 16.02 . 2E10 60 4 1 B -- 0 - . 60 4-1B0 Voltage at Max, Poyter Point Vmp (V) -- - 30.20 30.50 30.70 Current at Max. Power Point Imp (A) 845 352 8.64 Open Circuit Voltage Voc IV) 38.1 38.3 38.3 Short Circuit Current. Isc {A) 1196 901 9.12 r ne,eleclrncw care apply ry anOwu rest eonur.Ans (� a � f"vv Nmv Qr rvsar rrrrrr rVXn nrvr i. ;.,I,ae..Trly •c .� �, DIMENSIONS AND `4"'/EIGHT Cells i Module i 60 (6x10) mensrDns�- � 1652 x 982 mm (65,04 x 38.66 in ) Module Thickness (Depth) 40 mm(1.57 in.) Approximate b'4ru h.t _... ..,_ __.. , ..._......,.� ..-_.._,_-..._-.,., .-.....,.. 17..9.._._._.....-. a..-..__.....,..__._-......�...:_..,:..,..-- p� ) +f- 0.5 kg. (39.5 +1- 1.1 Ib ) CHARACTERISTIC DATA Type of Solar tell High -efficiency Suniya` ARTisunl Select monocrysta line cells of 156 x 156 mm (6 in.) _--� Frame Black anodized aluminum alloy_ ..+lass Tempered (low -iron) anti -reflective coating Jul .Io n n h1EMA i b5 rated. 3 internal bypass diodes .. & Connectors - 12 A'O�G 4 mm2) cable With Tyco or MC4 compatible connectors cable length approximately 1000 mm Hardware (Available pow Grounding screws: (2) ##10-32 x 12,7 Mal (##10-32 x 0.5 In.) Request} Stainless steel flat washers: (4) 5x 10 x 1 mm (0.2 in. ID x 0,39 in. CID x 0.03 in.) TEMPERATURE COEFFICIENTS Vo I u ge f, Voc (%/"C) "-0,335 Curr,nt a, Isc (%/'C) +0047 Pow v Y, Pmax (%f,C) -0.420 N CT Avg (+1- 2 `C) 46.0 LI!AITS ! Max., System' cttal"e 1000 VCIC for IEC (600 VI Operating Module Temperature -40"C to +85_C Storm Resistance's atic Load' I Testec to lEC 61215 for is i resistant. Sun. ' :aswves the right io ehungo the data at any!Arne. V*v rronual at sunim.com. Tests conducted on -iodute type OPT 60 sWerffame. -See sakes rep. (SAIV10�.0016] 6765 Peachtree Indu4iial Blvd, Norcross. Georgia3009" USA Qj Tvi: +1 404 477 2700 1 SINGLE LINE DIAGRAM GENERAL ELECTRICAL NOTES: SCALE: NA 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 4. SUNPOWER MODULES SHALL BE POSITIVELY GROUNDED. GROUNDED (POSITIVE) CONDUCTORS SHALL BE UN -FUSED AND UN -BROKEN FROM THE ARRAY TO THE INVERTER DC TERMINAL. UN-GROUDNED (NEGATIVE) CONDUCTORS SHALL BE FUSED AND/OR SWITCHED. 5. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 60OV, 90-C, UNLESS CONDUCTOR NOTE: OTHERWISE NOTED. ALL CONDUCTORS ARE 6. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE -RATED COPPER. FOR TEMPERATURE INCREASE AND CONDUIT FILL. 7. ALL CONDUCTORS, EXCEPT USE-2, SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. B. MODULES SHALL BE GROUNDED USING GRONDING LU - G, SUCH AS ILSCO GBL 4D6T OR BURNDY CLSO-DB-T, AND STAI ESS STEEL HARDWARE (BOLT, WASHERS, ANO NUT). STAR WASHERS ShiALI BE _`� 6Q�11�P8k R ND THE MODULE FRAME. AC DISCONNECT SiIOYMYrYi0i1MR1 OWEVER, MAY BE REQUIRED IF THE UTILITY REQUIRES VISIBLE-B DE SW CH. ' AL PARTS SHALL BE GROUNDED AS PER NEC. 11. LOAD SIDE INTER -CONNECTION SHALL COMPLY WITH NEC 12. ROOF MOUNTED ARRAY HAS A (GFPD) GROUND FAULT PROTECTION DISCONNECT IN THE INVERTER (CEC690.5). TAG 2, CONDUCTORS $ & 4 3#10 THWN-2 90• C (2 BLACKS/1 WHITE) 1 #8 THHN-2 90• C GRD (GREEN) CONDUIT 3/4" EMT CONDUIT NOT ON ROOF DERATING FACTORS #10 THWN-2 AMPACITY=40 AMPS 100% DERATING PER TABLE 310.15B 40 AMPS X 100% = 40 AMPS MAX. OUTPUT CURRENT = 16.6 AMPSIAC (CEC690.8(A)(3)) MIN.CONDUCTOR SIZE = 20.75 AMPS (PER CEC690.8(Bx1)) REQUIRED PLAQUES PLAQUE GENERAL REQUIREMENTS: MATERIALS USED FOR MARKING SHALL BE WEATHER RESISTANT. UL 969 SHALL BE USED AS A STANDARD FOR WEATHER RATING (UL LISTING OF MARKINGS IS NOT REQUIRED). MARKING FORMAT: - RED BACKGROUND - WHITE LETTERING - MINIMUM 3/" LETTER HEIGHT - ALL CAPITAL LETTERS - ARIAL OR SIMILAR FONT, NON -BOLD - REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT CITY OF LA OUINITA EU11LD!N( R S:i%FE I Y D E P I r FOR CONSTRUCTION DATE Py OMAIN SERVICE PANEL PLAQUES 1. CAUTION - POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE PV SOLAR SYSTEM WITH THE DISCONNECT LOCATED AT THE INVERTER. 2. DUAL POWER SOURCES TO THIS BUILDING. TO DE -ENERGIZE POWER TO THIS BUILDING OPEN SERVICE BREAKER, SOLAR PV ELECTRICAL AC DISCONNECT, AND DC DISCONNECT(S). 3. AC OPERATING CURRENT: AC OPERATING VOLTAGE: 4. WARNING - INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. 1 PV CIRCUIT/CONDUIT MARKING REQUIREMENTS: DC DISCONNECT PANEL PLAQUES (4) MARKING IS REQURED ON ALL INTERIOR AND EXTERIOR PV CONDUIT, RACEWAYS, 1. PV SYSTEM DC DISCONNECTION ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO : IMP 2. OPERATING CURRENT 2 AVOID CUTTING THEM. MARKING SHALL BE PLACED EVERY 10 FEET, AT TURNS AND ABOVE (IMP): 8 5 A OPERATING VOLTAGE (VOC): 497.9 A AND/OR BELOW PENETRATIONS AND AT ALL DC COMBINER AND JUNCTION BOXES. ' MAXIMUM SYSTEM VOLTAGE: 600V MARKING CONTENT "CAUTION: SOLAR CIRCUIT" SHORT CIRCUIT CURRENT (ISP): 9.01 A for UL) O AC DISCONNECT PANEL PLAQUES _O 1. PV SYSTEM AC DISCONNECTION upto 54,0 I'a; hail arTd wind 2, WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH 90A, T`Yj &"°°° TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. 10 17 12 DC/AC INVERTER PANEL PLAQUES O 1. WARNING - RISK OF ELECTRIC SHOCK NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED WHEN GROUND FAULT IS INDICATED. INTEGRAL GROUND FAULT DETECTION FUSE IS LOCATED UNDER THIS COVER. DISCONNECT ALL POWER BEFORE OPENING. CGBL LAY-tM DIRLCT BUOUAL Mswfattllred tram high atren �h copper aE€oy With stainie4s ONtei screVr • ULiisted and CSAceilified bi, direct burial €n tarot or concrete. • Tesred to UL A67. • Lay -in lealtse fol ease in inslailaDDn. • For capper conductor only. • Ratedfor grounding and bandmg • Raledfor600Vatts. , Add a T to rice end of th9 cvi" number im Tin Plated-iim on as shii below. • ULF4 E34440. 115t0 Is Regvered x-.the O.S. Patent and Traoema* Office. PrivatV Rtalonarir 1.14 OPPORTUNITY - PROJECT DATE DRAWN - DRAWN BY - DNS ,: 001-54255 REV.•• SHEET h . :1 '4t"'<vw.ii>sco.com': 'roductsDetail.aspic?kf kff-6o7YN 7 B%2baAUvAhf?sBBl2QQ,o3d... 4/28/2.010 'SOUNDING CLAMPS 7.68 1195] 6.63 [168] AA 62 DIA ■3.02 [t6] [77] (5] 31 DIA 1.51 + [8] [38] (3 HOLES) 14.88 [378] 11.24 [265] 5q�80 1-88 1481 11 1.64 (42] •1.00 L•1.40 •1.15 [28] [35] [29] A,B.0 •3.02 KNOCKOUTS 4.86 [77] j3r. ['23]- 96J A,B,C,D-OIMEti'IONS TO BOX (NO- COVER) KNOCKO%[24] A.B,C KNOCKOUTS L10 28/[7] DIA .1 1.15 1.87 1.87 [28] [29] [48] [48] NOTES, UL LISTED - E2875 FINISH - GRAY BAKED ENAMEL ALL NEUTRALS - INSULATED WHEN MOUNTING THESE SWITCHES ALLOW 300 76 MIN CLEARANCE D C B A � .08 10 19 .28 2 - .08 (3) (51 (71 11 FROM MTG SURFACE TANGENT KNOCKOUT (DIMENSION ON DRAWING TO CENTERLINE OF 'A" KNOCKOUT) �A,B,C NEMA TYPE 313 KNOCKOUTS 1.40 90 (361 [23] WIRING DIAGRAMS FUSIBLE NOT FUSIBLE Q Q Q Q Q A N B N(Q/(Y Q E C TERMINAL LUGS AMPERES MAX WIRE I MIN HIRE TYPE 30 j16 AWG I ,14 AWC JALORCU SEISMIC NOTES: USE (3) 1/4' DIA G iADE 5 STEEL MOUNTING BOLTS O HOLES AA MAX CONFIGURED W IGHT 8 LB FOR THE PURPOSE OF DETERMINING SEISMIC ANCHORAG REQUIREMENTS. FOR ALL OTHER APPLICATIONS, CONTACT SQUARE COMPANY. KNOCKOUTS SYMBOL CONDUIT SIZE DIAMETER IN MM IN MM A .50 13 .88 22 8 .75 19 1.13 29 C 1.00 25 1.38 35 D 1.25 32 1.75 44 DUAL DIMENSIONS: INCHES MILLIMETERS CATALOG NUMBER VOLTAGE RATINGS AWFTRAGE RATINGS WORING DIAL HORSEPOWER RATINGS 240VAC 480VAC 600VAC 250 we 600 we SID MAX STD MAX STE, MAX IN 1 30 10 30 10 1 30 10 30 10 30 10 30 STD MAX H221NRB 2401 30 A 11/2 3# 30 71/2$ - - - - - - - - 50 H321NRB 24OVAC.25OVDC JO 8 1 1/2 J 3 ♦ 7 1/2:. H36INRB 600VAC.600VOC I 30 B - - - - 3♦ 5$ 7 1/2♦ 55$ - 7 1/2 - 20 5 - IDA 15 H361RB 600VAC.606VDC 30 C - - - 3♦ 5■ 7 1/2 A 7 1/2 - 20 5 - IDA 15 HU361RS 600VAC,60OVDC' ]0 D - - 5♦ 100 - - 71/2 20■ - - IDA 30 - 5♦ - 15A HUJE'�RE'EI 60CVAC.6CC'VCC >D 0 - - SA 10 - - 71/2 20■ - - 10♦ 30 - 5A - 15 Hu3E N".9 600VAC,600wC 30 E - - 5♦ 10 - - 7 1/2 20$ - - 10 Al30 - SA - 15 BETWEEN ENCLOSURES FOR OPENING OF SIDE HINGED DOOR. RUSE BOTH OUTER SWITCHING POLES e USE BOTH SWITCHING POLES ■ IF CORNER GROUNDED DELTA INSTALL NEUTRAL AND USE OUTER S TH MG POLE_ FOR UNGROUNDED CONDUCTORS. FOR CORNER GROUNDED DELTA ONLY, USE OUTER SWITCHING POLES FOR UNGROUNDED CONDUCTORS DULY 2009 ..- HEAVY DUTY SAFETY WITCHES - SEISMIC VISIBLE BLA E TYPE 30 AM E nl Schneider Electric ENCLOSURE N - D EMA E 3R RAINPROOF W N0.0i 2229S AC DISCONNECT 1130# H+i 40 `ELEC7T•CAiL ELECTRICAL RUN GAS LINE BASE BASE REFERENCE JUNCTION ELECTRNGIL ELECTiaCAL BOX RECEPTACLE SWr1CH ME191 e�.. INSIDE BLOCK WALL LINE ® SAWPROPERTY SAW curs NVE"TER 4AC ELECTRICAL W/I FENCE' METER WOOD FENCE REV DATE Molitor_60207-CAD.dwg CHANGES SCALE: 1' = 8' 2 1 0 02-01-2013 ENGINEERING UPDATE O NER/S 6litor, Dan & Theresa ADDRESS 48211 Calle Floristas cfry La Quinia, CA 92253 2229 '14(an Solar LAKE FOREST, CA 92630 (949) 309-3409 C 46 LIC. #909987 H/ W PHONE 320-980-8110 DESIGNER Becker, Tristan r MAP PAGE • INSTALLATION OF THE FASTJACK® FLASHABLE ROOF STANCHION 3/8" BOLT �3l8" WASHER _.� THREADED POST C5116" LAG BOLT 5/16" WASHER i DRILL GUIDE I MACHINED BASE .. ______ FASTJACK® flashable mount system includes a machined aluminum base with integrated drill guide, 1" aluminum threaded post and stainless steel hardware. The FJ Series patented (pat #6,360,491) design is engineered to provide structural attachment of modules when conventional roof flashings are required. FJ mounts are available in two sizes; the 4-1/4" FJ-425 (for conventional metal flashings) and the 3" FJ-300 for Oatey® style (low profile) neoprene flashings. The FJ design allows all flashings to install flat on the roof decking. FTs superior strength while using only one single lag bolt (included) results from having the bolt installed directly under the support post. The system has been laboratory tested to 1,200 pounds and along with it's integrated drill guide insures perfect connections every time. 1/4"DRILL i } ROOF RAFTER FASTJACKTM INSTALLED FARTS DIAGRAM DRILLING THE PILOT HOLE Place the mount base of the over the location of the rafter. Align the 1/4" (drill guide) over the rafter center. While holding the base —insert the bit through the guide and drill down approx 1" into the roof. DRILL O I v 1 AG BOLT HOLE 1" THREADED BASE REQUIRED TOOLS: F3-300 SERIES 1/4" DRILL BIT AND POWER DRILL 1/2" SOCKET 1" PIPE PLIERS BOLTING INTO THE RAFTER Place the 5l16" lag bolt thru the washer and AF base. Insert the lag bolt into the pilot hole made in the roof. Drive the lag bolt into the rafter using a 1/2" socket and impact wrench. 1/2' FJ-425 SERIES INSTALLING THE POST SUPPORT Screw the threaded post into the base and tighten with a pipe pliers. Install the flashing over the post and attach the module support using the 3/8" bolt and washer (included). ROOF FLASHING TIGHTEN POST SUPPORT INTO BASE Page 9 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contained in this manual is property of Professional Solar Products (PSP). 77LE TRACE is a registered trademark for PSP and is covered under U.S. patent #5,746,029. FASTJACKV is a registered trademark for PSP and is covered under U.S. patent #6,360,491. FLASHABLE ROOF STANCHION N U N I RAC Unirac Code -Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Cod -Compliant Installation Instructions support applications for building permits for photovoltaic ansys using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount'-' rail components M 10 - + a` 3 9 i dam^ 2 _ IG 5 r 'y 4 • 4�. O Rail - supports PV modules. Use two per row of modules. 6105-T5 aluminum extrusion, anodized. © Rail splice - Joins and aligns rail sections into single length of rail. It can form either a rigid or thermal expansion joint, 8 inches long, predri.Ued. 6105-TS aluminum 'on, anodized. 8 Self -drilling s - (No. 10 x 3/4") - Use 4 per rigi9 splice or 2 per expansiorjoint. Galvanized steel. QL-foot - Use to secure rails either through roofingmaterial to building structure or standoffs. Refer to loading tables for spacing. Note: Please contact Unirac for use and specification of double L-foot. 0 L-foot bolt (3/8" x 3/:� - Use one per L-foot to secure rail to L-foot. 18- A2 stainless steel. OFlange nut (3/8 � - Use one per L-foot to secure rail to L-foot. 18-8A2 stainless steel. A,F 14 OLag screw for L-foot (5/16") - Attaches standoff to rafter. TOP Mounting Clamps Top Mounting Grounding Clips and Lugs installer supplied materials: • Lag screw for L-foot - Attaches L-foot or standoff to rafter. Determine the length and diameter based on pull- out values. ]f lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. • Waterproof roofing sealant - Use a sealant appropriate to your roofing material. Consult with the company currently providing warranty of roofing. SOLAR RAIL COMPONENTS COVERED UNDER PATENT#6,360,491 —SG$- CLIENT: PROFESSIONAL SOLAR PRODUCTS, INC. 1551 S. Rose Avenue Oxnard, CA 93033 Attn: Stan Ullman Test Report No: 528841 l; Date: January 19, 2006 SAMPLE ID: The following test material was submitted and identified by the Client: Two "Fast Jack" test assemblies mounted on a simulated roof system. A detailed drawing of the test assemblies are provided in the appendix of this report. DATE OF RECEIPT: Entered into SGS U.S. Testing Company sample tracking system on December 9, 2005 and was assigned Sample Tracking Number 39686. TESTING PERIOD: January 11, 2005. AUTHORIZATION: Full payment in advance. TEST REQUESTED: Perform pull -to -failure and lateral load tests on the submitted assemblies per Clients specified test procedures. TEST PROCEDURE: The test assemblies were tested individually on a United UTM machine. One "Fast Jack" assembly was pulled in tension at a constant crosshead speed of 0.05 in/min. The second "Fast Jack" assembly was tested laterally at a constant crosshead speed of 0.10 in/min. TEST RESULTS: The vertical pull -to -failure test resulted in an ultimate load of 2,359 pounds. Failure occurred as a result of the 5/1R" x 31/2" lag screw pulling from the "2 x 4" wood beam. The lateral load test resulted in an ultimate load of 808 pounds. Failure occurred as a result of bending of the 1" threaded post and 5/16" x 3W lag screw. Tested B Signed for and on behalf of SGS U.S. Testing Company Inc. Jose Madrigal �La7rryunrrner Project Engineer Supervisor, Materials & Engineering Page 1 of 2 This report is issued by SGS U.S. Testing Company Inc. under its General Conditions for Testing Services (copy available upon request). SGS U.S. Testing's responsibility under this report is limited to proven negligence and will in no case be more than the amount of the testing fees. Except by special arrangement, samples are not retained by SGS U.S. Testing for more than 30 days. The results shown on this test report refer only to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all of the details of the engagement. Neither the name, seals, marks nor insignia of SOS U.S. Testing may be used In any advertising or promotional materials without the prior written approval of SGS U.S. Testing. The test report cannot be reproduced, except In full, without prior written permission of SGS U.S. Testing Company Inc. SGS U S Testing C31TIpany Ulu I Consumer Testing Services 8385 white Oak Avenue, Rancho Cucamonga, CA 91730 119091483.0250 119091483-0336 www.sgs-can Mamtar or the SGS Group COVERED UNDER PATENT#6,360,491 Report No: 528841 Date: January 19, 2006 CLIENT: PROFESSIONAL SOLAR PRODUCTS, INC. Page 2 of 2 APPENDIX PULL -TO -FAILURE TEST SETUP f~ taor +I FASTJACK BASE o l! DRILL GUIDE 3,r TMREAD r.001 I'THREADED PM ROOF DECK Nth" X 3-11T LAG SCREW WIS" WASHER I,#I Y1r PILOT HOLE REQUIRED SIDE LATERAL TEST SETUP srAUT UM FOR FULL ASSEMBLY aACHD1Ea ALUMeRM eaa1LATEO WOOF ROOF STRUCTURE End of Report FLASHABLE ROOF STANCHION PULL -TEST it © # s 4�3 RASE DEFERENCE JUNCTION ELECTRICAL ELECTRICAL ELECTRICAL SOX RECEPTACLE SWITCH METER ® 443 INVERTER &AIC ELECTRICAL NSCONNENT METER REV DATE Molitor_60207-CAD.dwg 2 1 0 02-01-2013 ENGINEERING UPDATE CHANGES CITY OF LA OUINTA BUILDING & SAFETY DEPT. AFFROVED FOR CONSTRUCTION DATE By ELECTRICAL RUN .— GAS LINE t INSIDE BLOCK WALL PROPERTY LINE" r._.. SAW CUTS W/I FENCE WOOD FENCE _ SCALE: V = 8' OWNER/S olitor, Dan & Theresa ADDRESS' 48211 Calle Floristas CITY La Quinta, CA 92253 an121ar 245 BRIDGER RD., LAKE FOREST, CA 92630 (949) 309-3409 C 46 LIC. #909987 H/ W PHONE 320-980-8110 DESIGNER Becker, Tristan MAP PAGE .