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08-1378 (SOL)P.O. BOX 1504 , 78-495 CALLE TAMPICO LA QUINTA; CALIFORNIA 92253 Application Number: 08-00001378 - Property Address: '80772 SPANISH BAY APN: 775-310-015- - Application description: SOLAR Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 10000. Applicant: Ti -h t -44Q" Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B C46 L'cense NQ.: 387219 Date:Contractor: vtr ' - OWN -BUILDE ECLARATION - 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).: (_ 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 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.). ( ) 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: STAN YARBRO 80772 SPANISH BAY LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/18/08 Contractor: REVCO SOLAR ENGINEERING INC j D 26631 CABOT ROAD SUITE B (' LAGUNA HILLS, CA 9265.3 ,9 (949) 367-0740 (i SEP ®4 2008 Lic. No.: 387219 E 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 GRANITE STATE Policy Number WC3363567 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 forth ith comply with those provisions. Dat — q Applicant WARNING: FAILURE TO SECURE WORKERS' CMPENSATI COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CI IL 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 purpo es. t Date: -d4 Signature (Applicant or Agentl: r✓A�/. , LQPERMIT Application Number. . . . . . 08-00001378 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee•. 45.75 Plan Check Fee 11.44 Issue Date . . . . Valuation 0 Expiration Date 2/14/09 Qty Unit Charge Per Extension BASE FEE 15:00 1.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 .75. 1.00 30.•0000 -------------------------------.--------------------------------------------- EA ELEC PWR APP >50 TO <=100- 30.00 Permit . . . SOLAR PERMIT Additional desc . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date Valuation 10000 Expiration Date 2/14/09 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 Special Notes and Comments (20) UNIT - SOLAR ARRAY (AC/DC INVERTER) LOCATED ON.,SOUTH/WEST SLOPED ROOF FACING FRONT OF HOUSE. 2007 CALIFORNIA ELECTRICAL CODE. August 18, 2008 4:08.:40 PM AORTEGA Fee summary Charged Paid Credited Due. Permit Fee Total 68.25 .00 .00 68.25 Plan Check Total 17.07 .00 .00 17.07 Grand Total 85.32' .00 .00 85.32 f. i ` h ADDENDUM C�,VAItTc�OLA�=- - l The following is an Addendum to the contract for installation of a photovoltaic, system at,, •80-772 Spanish Bay La Quinta, CA 92253• , 1. CBC Requirements: Phot6v.6ltaic Solar (Sharp 224watt) , a. Rafter Spacing: 24in: OC ' b. Rafters: 2in. x 6in. . c.. Module Size: 64.6in. x 39.1in. = 2525.86 sq.in. d. Panel Size: 12.54 sq.ft..x 20 350.8 sq.ft.' �r e. Panel Weight: 44. lbs. each x 20 modules = 880 lbs. ` divided by 350.8 sq.ft. = 2.50' lbs. / sq.ft: f.: Racking Weight. , 4'lbs. each x 20 modules = 80 lbs. r • divided by 350.8 sq.ft. = .23,1bs. / sq.ft.' CBC Requirements: a., Comply with 2007 CBC'. * *This is not a new home or new_ construction. It is an"existing dwelling. Reference Title 24. b.` Notes,: Revco Solar Engineering, Inc. acknowledges that 'no electrical_ wiring will be aluminum per NEW article 100 & 110 section 110-5 3. Roof Characteristics a. Roof Pitch: 4:12 - 18.43° . b. - Roof. Orientation: 180° ` c. Roof Type: Concrete S-Tile' Structure is adequate to sustain the PV additional loads ` " . • CONSTRUCTION HOURS A RE-INSPECTION' FEE ' OF $30 Construction is NOT PERMITTFD October 1st - April-30 , } WILL BE CHARGED IF THE APPROVED , Monday - )Friday:'7:00 a.m. to 5:30 p.m. PLANS AND JOB CARD ARE NOT ON on the following Code Holidays: Saturday: 8:00 a.m, to 5:00 p.m. Sunday:, None THE SITE . FOR A SCHEDULED New Year's Day, Government Code Holidays: - None INSPECTION. Dr. Martin Luther 1(ingJr. Day : May 1st - September 30th , • NO EXCEPTIONSI President's Day Monday - Friday: 6:00 a.m. to 7:00 p.m- ` Saturday: 8:00 a.m. to, P.M. Memorial Day ' P Sunday: None "AN ADEQUATELY SIZED DEBRIS CONTAINER,,, Independence Day Government Code Holidays None Labor Day 1 IS REQUIRED ON THE JOB SITE DURING ALL Veteran's Day PHASES OHONSTRUCTION AND MUST BE Thanksgiving Day (� ( EMPTIED AS NECESSARY: FAILURE TO DO SO Christmas Day, , • MAY CAUSE THE CITY TO HAVE THE CONTAINER AUG 1 2008 DUMPED AT THE EXPENSE OF THE OWNER/ t. ? CONTRACTOR." By f f N REI CO SOLAR ENGINEERING INC • - .. - • - - Chimney. ry r , .. Patio -_ - ..Y •, - Driveway —♦ : - DC Inverter AC 200 - - Panel ` _.. - Inverter Inside Open Garage _ • . �" - Revco Solar Engineering, Inc. " 26631 Cabot Road Suite B Laguna Hills, CA. 92653 - CEO: Richard E. Vogel Customer:'Stan Yarbro 408.476.9733 - M Job Address: 80-772 Spanish Bay CSL# 387219 – B/C46 Y ' Title: Site Diagram Expires -2/28/2010. • - Drawn By Martin Blacker 20x224 Modules, 1x5.2kW Inverter Drawing 2 Reference DWGs: 1, 3, 4,5 Date: 07.16.2008 ` - ` Bus Bar Rating - 200A (note 7) REVCO SOLAR F . - FNGINEFRItVG ING ... - -. _ ,� �.. "- `_ .' _.... • - ` � - -, - r - _ _ _ � _ _ _ _ _ _.._.. � _ - - - _ - O , . Mr • ICWH Junction Box DC Disconnect ' . (note 3) AC t _ Disconnect PV.Frame Ground note 4 c _ ' DC/AC Inverter i -.+ - + --+ - + + - + - + = + - + - +30A 30 A L-- ---- ---- ------ --- -----------1. P L1 i— --— --- --- -------=--- --- --- --- —� L2 _. ` L— ----——'—--——————————————————————-———--— Intermodule wiring: - * r , - w • (UL)USE-2.#14 AWG, 90c, 600V; _ sunlight resistant, - - _ - - ' Main House _weather proof _ . _ — - _ .. _ - : - ., _- . - - - . polarized latching t'+ connectors UL - C . Grounding E205159 • - - - - - Generator Nameplate- � � •. •� - - � System. Calculation: DC Disconnect (see note 3)a 20 X 197.8X 96%= Square D HU361RB or Equivalent' r 3797.76W 600V 30A 3P Enctosure:NEMA3R, - Revco Solar Engineering, Inc. - - DC/AC Inverter (see note 2) #10THHN or THWN AC Disconnect (see note 4) — PV Powered PVP -5200 - Ground #10 26631 Cabot Road Suite B Laguna Hills, CA. 92653 CEO: Richard E. Vogel Square D DU221 RB or Equivalent - (96%CEC EFF. Rating) Conduit'/." -240V Enclosure: A31Rs 520OW(240VAD) (rom5)• Customer: Stan Yarbro -408.476.9733' - Ure: NEMA 3R ' ' SOLAR ARRAYS (see note 1) . - - . -Job Address- 80-772 Spanish Bay_ CSL# 387219 — B/C46- KWi H Edison'Meter Title: Single Line Diagram,' Grid Tied System _ Expires: 2/28/2010 , Solar Modules: SHARP ND-224U1F(197.8CEC Rating) for Utility Single - Solar Panels: 10 Modules wired in series • Drawn B M _ Solar Arrays: 2 Panels wired in parallel: 20 Modules y Mar Blacker 20x224 Modules, 1 x5.2kW Inverter' - Family Residence) 1 solar Arrays for atotal ol2°Modules -, Drawing 3 -Reference DWGs: 1, 2, 4, 5 Date: 07.16.2008. f ,• +' 1 Bus Bar Rating 200A a (note 7) REVCO • SOLAR :-- ENCINEERINOIN4 q .. �• r - � 4 KWH Junction Box DC a Disconnect . AC s. (note 3) ;'Disconnect • M PV Frame Ground ' note a _ DC/AC Inverter i Y - + - + - + y + + - + - "+ - + - + -r - + .30 A 30 A' - L- ------------------ ---------------- I P L1 -- — — F D C ------:=------- --- --- --- - a — --- --- —� N L2 _ 30A L— -- ---- ----- —— — — — — —— -- • �+ - _ _ . - •.+• y .a • ro nd Fault elector • - w t• ' - •-'' •' ' _ ' Inle ter GDFI Fuse -� Intennodule wiring: y 1 - ^ - _ - - �• (UL) USE -2, #14 • • - _ _ AWG. 900, 600V, sunlight resistant, weatherproof s' .., r _. _ _ d - - - .> «+ - . r+ -x' -=r - .:• _ =-. - - ..Main House polarized latching - - r -f - - - - '-- - -' - - •' ' '' Grounding connectors UL - - _ - , E205159 _ -... - - } - y r y Generator Nameplate - - t • System Calculation: •- r _ _ - DC Disconnect (see note 3) , •+ 20 X 197.8 X 96%= ' - - Square D HU361 RB or Equivalent - - • 3797.76W -- 600V 30A 3P- End6sure:NEMA3R r, Revco SolarEngineering, Inc. AC Disconnect (see note 4) DC/AC Inverter (see note 2) #10 THHN or THWN - I _ PV Powered PVP -5200 Ground #10 26631 Cabot Road Suite B Laguna Hills, CA. 92653 CEO: Richard E. Vogel Square D DU221 RB or Equivalent (96% CEC EFF. Rating) _ Conduit'/." - 240V 30A Single Phase 520OW (2 • sl eStan'.Yarbro408.476.9733Enclosure: NEMA 3R . + 40VAG)• Custm: - - - - + SOLAR ARRAYS (see,note t) _r - - r - Job Address: 80-772 Spanish Bay CSL# 387219 = B/C46 .. KWH = Edison Meter Title: Electrical Diagram, Grid -Tied System Expires: 2/28/2010 •Solar Modules:SHARPN0.2edinse197.8CECRating) for Utility Single SSo ar olarArays:2 anelswirdules edin in series - •r -Drawn B Martin Blacker , 20x224 Modules, 1x5.2kW Inverter 1 Solar Arrays in od lle1:20Modules . Family Residence) y - - Drawing 4 1 Solar Arrays for a total of 20 Modules -� � `• g Reference DWGs: 1, 2, 3, 5 Date: 07.16.2008 NOTES NOTES con't 1. SOLAR ARRAY 3. DC DISCONNECT Solar Module: SHARP ND -224U1 F, UL 1703, cUL Switch Non -Fusible HD 600V 30A 3P NEMA3R (see note 10) P„,s% = 224 W STC No PV fusing required per NEC 690-9 (A), Exceptions (a) & (b) - . - Vnom= 24V;' Vpm = 29.28V; V,= 36.6V;-Voo,te„ip.00R = 41.358V (per NEC 690.7) - - - SquareD HU361 RB UL E2875 - Ipm = 7.66A; .Iso = 8.33A; I_ = 10.4125A NEC_ @ 125% short circuit (see note 8) Solar Panels 1: 9 modules wired in series 4. AC DISCONNECT P.. = 1,530 W STC Vnom= 216V; Von, = 313.2V; V. = 388.8V; Voo,temp.00rr = 428AV (per NEC 690.7) Switch Not Fusible GD 240V 30A 2P NEMA3R lockable in open position (see note 9) Ipm = 4.9A; Iso = 8.16A; Ir„s% = 6.75A NEC @ 125% short circuit (see note 8) SquareD DU221 RB UL E2875 Solar Array: panels 1 & 2 wired in parallel 5. Conductors: THWN -2 or THHN, #10 AWG, Copper P,,,s. =_3,060 W STC Ground: THWN or THHN, #10 Copper Vnom= 216V; Vpm = 313.2V; Voo = 388.8V; Voc,temp.00rr, = 428AV (per NEC 690.7) , Conduits:'/." lom = 9.8A; Iso = 16.32A; I.. = 13.5A NEC @ 125% short circuit (see note_ 8) Voltage Drop: 1.29% at worst case condition or 180 V DC. The inverter -shuts down below 120 V DC. Maximum number of Conductors is 9 for rigid, flexible and liquidtight metal conduits and 8 for PVC 2. DC/AC INVERTERS. schedule 40 conduits per NEC Appendix C, Tables C1, C3, C5, C10. , PVPOWERED PVP5200 5200 W, UL 1741, IEEE 519, IEEE 929, NEC 690 DC Input: 240 - 500 V Operating Voltage, 500 V Maximum System Voltage AC Output: 240V @ 60Hz; Current: 25A max / 18.75A NEC @ 125% (see note 9) Continous Power Output: 5200 W Internal GDFI , grounded Negative 6: Conductors:.THWN or THHN, #10 AWG, Copper Ground: THWN or THHN, #10 Copper Conduits: Y.." - ` Voltage Drop: 0.31% Maximum number of conductors is 9 for rigid, flexible and liquidtight metal conduits and 8 for PVC schedule 40 conduits per NEC Appendix C, Tables C1, C3, C5, C10. Lightning protection device on both DC and AC sides. External device in not required, Enclosure: NEMA 3R 7. NEC 690.64 (B) (2) Exception (for dwelling units): The sum of the ampere ratings of overc_urrent devices supplying power shall not exceed 120 percent of the rating of the busbar. y ` 8. NEC 690.8 (A) (1)Photovoltaic Source Circuit Currents. The maximum current shall be the sum of parallel module rated shortcircuit currents multiplied by 125 percent. 9. NEC 690.8 (A).(3)lnverter Output Circuit Current. The maximum current shall be the inverter continuous output current rating. ' 10. NEC 690.8 (B)1 Sizing of Conductors and Overcurrent Devices. The circuit conductors and overcurrent devices shall be sized to carry not less than 125 percent of the maximum currents as calculated in 690.8(A). The rating or setting of overcurrent devices shall be permitted in accordance with 240.4(6) and ( C). _ Revco Solar Engineering, Inc. 26631 Cabot Road Suite B Laguna Hills, CA. 92653 CEO: Richard E. Vogel Customer- Stan Yarbro 408.476.9733 ' Job Address: 80-772 Spanish Bay CSL# 387219 — B/C46 Title: Notes, Grid -Tied System Expires: 2/28/2010 ` Drawn By Martin Blacker 20x224 Modules, 1x5.2kW Inverter Drawing 5 Reference DWGs: 1, 2, 3, 4 Date: 07.16.2008 - -. Voltage DropCalc's Job: Yarbro .. Formula= Vd = (21K 1)/Cm for 2 -wire DC and AC single phase-.- Vd = Voltage Drop I = Current in Conductor .(Amperes) K' �.L = One-way. Length of Circuiyt (Ft.). f �-Cm = Cross Section Area of Conductor (Circular Mils)' K = . Resistance in ohms of one circular foot of conductor_ K= 12.9 for Copper Conductor, @ .750C 21:2 for Aluminium Conductor @ 750,C Temperature Correction- "= ' 41 .. -, according to, NEC 2002 chapter.9,Aable''8, note 2 • 9- � da ,. t- Changes with temperature % K2 ='K1;''(1+a"(T2-75)) dCU = 0.00323 s aAL = 0.00330 t K = y "'13.53 for Copper Conductor. @ 900C-�-.. . '- - K = 22.25 for Aluminium Conductor @ 90°C -. - Voltage Drop for.: DC conductors'(Copper)"'' THWN-2 ' THWN,'' Length in Ft Ampere:_ . Volta. Size Voltage Drop @ 90°C Voltage Drop @'75°C maximum AWG,, % - % �_ .• j., ,:;: _ _ Cu; - 50 _ 28:21 ,1044 :10 0.36%' �. c- 3.74 - 50 28.71 1044 10 7, 0.36% 3.74 r _ Voltage Drop for AC conductors (Copper) THWN Length in Ft.- Ampere' Volt' Size -, Voltage Drop @,759C ' maximum AWG. - %. FCu, 5 __ ,4.90 -.-240 • _ _r,10 lY` .� - ..r —0.03% is ♦ ..j-,� , _ + 7-. - '� . ij- ''. •e.- • .; .t .. - - f f -' �;' _•♦ p i AC Resistance' "- NEC 2002 chapter. 9, table 9 ` •' { ' =* - Ohm per.kFt: Size'Uncoated Copper Wires Aluminium Wires - AWG.' CirY•Mils• ` PVC" AI: r Steel..-' = PVC. ` ° AL ., "'' Steel 'conduit.. •14 4110 3:1 3'1 3.1- _ 12 , 6530 = -. 2.0 2.0 _ 2:0 3.2 s3.2 3:2 - X., - =.� 10 - ` 10380`1.2 '1:2 •1.2 2.0 ..x 2.0 2.0 • a •SH^ . ;MULTI-PU,RPOSE'MODULE R"ice® IMPROVED.FRAME TECHN'OL.OGY. tk r' _ +fin • +. �i - NEXT. GEN ERATI.QN >BREAKT,HR000H PER-F0RMANCE.. POLY -,CRYSTALLINE SIL'IiCON%PHOTOVOLTAIC MODULE WITM'234W.MAXIMUM•POWER . This poly=crystalline 224 watt_ module features 13.74%'module efficiency for an outstanding balance of size and weight tow poer.and performance 'Reengineered frame includes a contoured'edge>o improve water r - management, reducing surface moisture and debris. The.new back -support. bars allow better performance under mechanical load. Using , h breakthrough technology, perfected by nearly 50 years of'Sharp's research .' rand development, the ND 224UIF'modules incorporate',ari'advanced surface ' texturing process to increase light absorption'and.improve efficiency. Common applications include commercial and' residential grid -tied roof's systems as well as•*ground mounted arrays. Designed to withstand rigorous' { ' ' operating conditions, Sharp's ND -224U1 F modulesoffer, high powerYoutput . ;. ' pe.r,square foot of'solar affray'.',-` kk t, v / VN_ M ; :r% iµ [' f? Irk 3•r '�� l x , Ft t` P� '1 24 At t.IrrarovedFra,ne4chn0logy Shorpmulti-purposeIno'd lesbffvr, r F,3 ourctnndingperfn;mgrxe orn p„ . F - r'• 'x( .. • ..Vrll'IPfybiGn!?ICfJ(IOr15...' r• w q H MULTI-PURPOSE MODULE IMPROVED FRAME TECHNOLOGY ELECTRICAL CHARACTERISTICS Cell Poly -crystalline silicon No. of Cells and Connections 60 in series Open Circuit Voltage (Voc) 36.6V _ Maximum Power Voltage (Vpm) 29.28V Short Circuit Current (Isc) 8.33A Maximum Power Current (Ipm) 7.66A Rated Power (Pm)* — 224W (+10% / -5%) Module Efficiency 13.74% Maximum System Voltage 600V Series Fuse Rating 15A i Type of Output Terminal Lead Wire with MC Connectory • (STC) Standard Test Conditions: 25•C, 1 kW/m=, AM 1.5 IV CURVES Cell Temperature: 25'C 10 9 8 7 6 u 5 d 4 U 3 1 0 250 200 150 3 100 c a 50 0 5 10 15 20 25 30 35 400 Voltage [V1 — Current vs. Vcltage — Power vs. Voltage Current, Power vs. Voltage Characteristics 224 WATT MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 39.1" x 64.6" x 1.8" (994mm x 1640mm x 46mm) Weight , — � - — 44 lbs / 20 kg Size of Carton 65.16" x 39.76" x 4.25" (1655mm x 1010mm x 108mm) Carton Quantity _ — 2 pcs per carton Pallet Quantity 30 pcs per pallet ABSOLUTE MAXIMUM RATINGS Operating Temperature (min to max,'F/'C) -40 to 194'F /-40 to +90•C Storage Temperature (min to max,'F/'C) -40 to 194'F / -40 to +90'C A DIMENSIONS I~- "�1 --a I --C G 7 I D — 1 F o I — 0 �c+) _ B F +,_T - H I A B C D E 39.1"/994mm 64.6"/1640mm 1.8'/46min 7.97200mm 14.4'/365inm F G H I 37.I'Mnmm a o•nnm„m 17 ]^/OSnmm ea vin nn..— I a PVP5200,'PVP4800, PVP4600, PVP3500, PVP2500 PV Powered inverters deliver maximum energy harvest from your PV system with high reliability and world-class efficiency. Significant software integration and a modular design combine to create a scalableplatform with fewer components and higher uptime. By employing fewer parts and ensuring those parts are of the highest quality, PV Powered has created a line of residential grid -tied inverters that spend more time generating electricity and less time being repaired. Should repairs become necessary,. PV Powered residential inverters are backed by a service reimbursement program unparalleled in the industry and our NABCEP-certified installers offer the best repair and replacement services to get your system back up and running in no time. Optional. Performance Monitoring• b Additionally, performance monitoring is available which includes low.cost, s. secure web -based access to your system's status and performance history. With the PVM1010 option, you can maximize your system uptime and protect your solar investment. FEATURES i ' Highest reliability • Significant software integration versus complex hardware design t • Lowest part'counts and fewest interconnects eliminate common failure points • Field -proven with thousands of units_ installed nationwide r • Maximum energy yield , • Highest CEC efficiencies in the industry • No thermal fold back or power de -rating • Advanced 5th generation silicon ' • Optional performance monitoring hardware • Improved start up, shut down and MPPT algorithms deliver increased energy - Easy installation ' • • No neutral required with three wire AC installations meeting the revised UL1741 standard • Field -configurable grounding scheme with simple jumper selection • 10 knockouts for a variety of conduit routing • Enhanced text based display h ,, `� �, , ,� y.j Aluminum anti -corrosive NEMA 3R enclosure . ,:j „ Installer -focused support with no special clubs, no answering machine, and always 50 sw 5calehouse koopr live people to pickup the phone. ' "f' Bend OR 97702 .j Service reimbursement that sets a new'standard in compensation,' -CEP 541 312+3832 �'j • PV Powered NAB -certified installers can act as service arm and -replace 'WWW.PVPOWERED.COM ,•3 the inverter for you*.• ' '' *in designated service zones only +-'+•+h9 �• • F,`y oJb kr }a, ©,� .rt'+-; 1Y ',.'' a''�; .�. • ..A,y,N}tNMi ,t-7.et!•e. n r� y ' io. .r "957. k 2 007 PV Powered . .rt":e 'hs . ? .L _y >Y r.ir sG �k k� �� ice':>4,3 i •,.t'sa'',�<i D I M E N S 1 0 N S 5.3 3.6 2.4 o - E P V P 2 5 0 0 & P V P 3 5 0 0 7.2 4.7 0 I 8.5 L 2.6 21.9 L- 1.9 P V P 4 6 0 0 , P V P 4 8 0 0 , P V P 5 2 0 0 7.5 dS 5.3 -Ti --0 7S 36 - -- —0 01 7.6 8 1 - 0 2.4 - --'® 0 4.7 -1 11T T I -Ly - 0 1 1 L ..... �_ 2.2 -- 23.7 -26.3 ELECTRICAL, SPECIFICATIONS MODEL PVP5200 PVP4800 PVP4600 PVP3500 PVP2500 Continuous Output Power (warts) 5200 4800 4600 3500 2500 ;Weighted -CECEhicien4 96 'A t' 9'6 A 95 5 `95.5,, 94.5 A Maximum DC Input Voltage (VOC) Soo 500 Soo 500 500 0 50 !40-450 Operating - , ' , r�` -1, '1-,- "2 0 4 DC Voltage Opera Ril;gi (V*) -456.r, 5 - 4 �oo - DC Isc Maximum Current (A) 48 48 48 26 26 �i- -� -, - � ) 26 2 ;'DC Imp Maximum urrent A "", - :! -- -20 ere 5 AC Nominal Voltage (V) 240 240 208 240 240 V) 79'� 4 AC. Operating Range ;'�-21 1-264. 211=264 �- ' ' 4: ' -A4 $Vjl. 29 -'211-26 211 AC Frequency Range (Hz) 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 59.3-60.5 AC Maximum Continuous Current(A) 7 12 MECHANICAL SPECIFICATIONS MODEL PVP5200 PVP4800 PVP4600 PVP3500 PVP2500 NEMA 3R (Outdoor Rated) X X X X X Sealed Aluminum Enclosure " ; 'Wall Mounted with Included Bracket X XX-X Weight (lbs) 135 ^ 135 135 85 70 i AGENCY APPROVALS ULMODEL PVP5200 PVP4800 PVP4600 PVP3500 PVP2500 LISTED 1t UL 1741 Nov 2005 Revision, IEEE X X X X X 1547 Compliant, FCC Class A & B ;gm 2007. PV Powifed ;isx, " pirr. M; \f4A;, WA A- '1 SGS•SOS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SG S•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS• m u US -D -OPS -04-01-T 4®N SGS 8 SGS U.S. Testing Company Inc. v 5555 Telegraph Road • Los Angeles, CA 90040 • Tel: 323-838-1600 • Fax: 323-722-8251 CLIENT: PROFESSIONAL SOLAR PRODUCTS 4630 Calle Quetzal Camarillo CA 93012 Mr. Stan Ullman Test Report No: 146118 ' Date: September 28, 2000 :::= SAMPLE ID: Sample was submitted by the Client and identified as a FastJack. mounted to a built up roof section. The roof section consisted of 2 x 4 DF framing with 1/2" plywood skin. DATE OF RECEIPT: The sample was received on September 7, 2000 and was assigned Sample Tracking Number 32200. TESTING PERIOD: September 26, 2000. AUTHORI2ATION: Authorization signed on September 15, 2000. TESTS REQUESTED: Determination of ultimate load according to Client's Protocol, TEST RESULTS: See page 3. Tested By Signed For And On Behalf Of SGS U.S. Testing Company, Inc. �. 7 N \ '•�y N y Diaz om Clark e Test Technician Manager, Mechanical V1 Evaluation Services N L7.. .. .. .. N age 1.0 3......... N Y' i N U N cN� N N This report is issued by SGS U.S. Testing Company Inc. under its General Conditions for Testing Services (copy available upon request). SGS a ' I.S. Tasting's responsibility under this report is limited to proven negligence and will in no case be more than the amount of the testing fees. .cept 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 'e %only to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all of u the details of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotional materiels without the prior written approval of SGS U.S. Testing. The test report cannot be reproduced, except in full, without prior written y T permission of SGS U.S. Testing Company Inc. N Member of the SGS Group (Soci6t6 G6n6rale de Surveillance) m T SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS• �' ..o+SGS,Ss•�.i: - ,.,:a•a•'+5• >..a•;.:3S+SGd-Sv5.5G S•5G S•SGS•S C3+GS•SG S•365•£G•S-SGS•dt3 S•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SG S•SGS•SG S•SGS•SGS•SGS•SGS• N US D OPS 04 03 T sues N SGS U.S. Testing Company Inc.Report No.: 146118 CLIENT: PROFESSIONAL SOLAR PRODUCTS PROCEDURE: _..........._.. _.:_� r: i Date: September 28, 2000 Page: 2 of 3 Following client protocol, the roof section was placed in the Instron machine and the upper. .jaws connected to the top of the FastJack with a 3/8" bolt. The box was then clamped to the lower platen of the. Instron machine. The load was applied at a head movement of 0.05 inch per sec. The FastJack was pulled to failure and the load recorded. Drawings of the unit tested are shown below 3180 tHREAD 2.0000 1 725' ��•-- 1.000 it 31q - 2.000' `— DRI CONSTRUCTION 9606 r- 1.000 --1 FASTJACK PV ROOF MOUNT N t H � Member of the SGS Group. (Soci6t6 G6n6rale de Surveillance) i SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS- _r 5116'.S.S. WASHER 5/16' X 30 S.S. LAG BOLT eOS•SOYSOS•SOS•SOS•SUS•SOS•SOS•SO S-50 5-S05- SG 5•SGS•SGS•505•SGS•SGS•5US-50S•SGS•5GS•5GS• SOS -SGS -SG S•SGS•SGS•SG S•S GS -SGS -SG S•SGS•SOS•SOS•SG S•SGS•S, US-D-OPS-04-03- SGse r SGS U.S. Testing Company Inc. Report,No.: 1,46118 N l' l N Date: September 28, 2000 CLIENT: PROFESSIONAL SOLAR PRODUCTS Page: 3 of 3 N V1 H RESULTS: The ultimate load was 1200 pounds. The mode of failure was the wood scree N withdrawing from the 2 x 4 in the roof section. - N M i1 M 1f iF iF ii ii N End of Report l7 N H h � O . • u a H v 9n ' H • v r ' N N y O l7 m ' N v . v ' qq� Y ' N ' tNgg i" N ' 0 ' • N ' • r v l7 N H h � O . VI � a H 9n N N • (y) N y O l7 m ' N 0 Member. of the SGS Group (SociAtA G6n6rele de Surveillance) SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•SGS•SGS•SGS•SGS•SGS- a v FASTJACK INSTALLATION STEP ONE: INSERT A 1/4" DRILL BIT THROUGH THE INTEGRATED PILOT GUIDE ON THE FASTJACK BASE MOUNT. THIS INSURES THE PILOT HOLE AND ATTACHMENT BOLT WILL BE INSTALLED PERPANDICULAR TO THE ROOF. 0000 1/2" SOCKET DRIVE STEP TWO: AFTER DRILLING THE PILOT HOC INTO THE ROOF, PLACE THE FASTJACK'S 5/16' MAIN BOLT HOLE OVER THE PILOT HOLE, INSERT THE 5/16" LACI BOLT AND WASHER AND SECURE INTO THE ROOF USING A 1/2" SOCKET. STEP THREE: SCREW IN THE ALUMINUM SUPPORT POST INTO THE BASE AND INSTALL YOUR FLASHING. (YOUR DONE) The FASTJACK mounting system is the easiest and quickest method available for making structural attachments to the roof (where a flashing is required). This unique patent pending design, provides it's structural strength by centering the attachment bolt directly under the post - not offset from it. FASTJACK provides the benefit of securing the base mount directly under the support post, a location that will provide much greater strength. Because of this, the system requires only one single lag bolt, reducing installation labor and minimizes the risk of slitting the, rafter or joist. FASTJACK'S compact base design, means it can be installed under anL-commercially available flashing and allows all flashings to be installed flat against the roof decking: FASTJACK is constructed of durable mac lined #.6061 aluminum and includes 2 51'i6" stainless steel lag bolt and washer. FASTJACK is completely rustproof and can used an any location or environment. FASTJACK is inexpensive and easy to use. FASTJACKTM PATENT PENDING MFR PROFESSIONAL SOLAR'PRODUCTS, CAMARILLO, CA TriTek Engineering, Ince 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: April 24, 2002 Subject: 50 Ib. Per sq. ft. Sharp 200 series modules mounted to the RoofTrac flat mounting system. TEST SETUP FLAT MOUNT: Three Sharp Solar 200 Series 64.6" x 39" modules bolted to 1.5" x 1.5" x 124" RoofTrac support rails using a combination of 10 Ea. 5/16" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the simulated roof with a 318' nut and washer at six Tile Trac attachment points. The Tile Trac was then attached to 4" x 6" 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 Sharp 200 series photovoltaic modules. TEST PROCEDURE: The test set up was loaded using sandbags that produced an equivalent 50#lsq.fL loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was W. 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'W maximum and the fixture suffered no signs of distress due to the loading. This document certifies the RoofTrac mounting system used with the 200 Series Sharp Solar 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 C' as defined in the 2006(IBC)/2007(CBC). Overall the mounting unit performed as expected. Sincerely Ali 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 generallyaccepted as.'the industry standard for testing modulemounting 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 property torqued and driven perpendicular into the center of a structural member of tfle roof. Lag bolts require drilled pilot holes to length of the thread using the sizes listed below: 1. 5/16" lag bolt requires a 3/16" pilot hole 2. 318" 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 interchan ed with this system. pEE St �k� ��J• BAS q� Control No. SRP_TT_FL200.P Note: This engineering is not intended for use in obtaining a permit for systems -other than the above configuration. Unless otherwise directed in writing, this engineering shall riot be publicly posted or cc No. C53080 rn Exp: 06/30/09 VP �FOFMW 5/16" x Y. Lag bolt f Download 50 Lbs. Per Square Ft. Deflection: 112" �%* r LIr j Uplift 50 Labs. Per Square Ft. Deflection: 1/2". Roof Trac Photovoltaic mounting system using Sharp 200 Series Roof Trac Flat -=3 Modules Modules: Spar Revised: 10/31/05 p 200 Series Modules Control No. SRP Static Static load test illustration Page 2 of 2 5/16" Hex bolt Lock Washer - r i Intermodule Clamp t" Channel Nut 1; Roof Trac Support Rail 318" x 1-1/2" Cup Socket Stud ' ® Tile Trac Upper Carriage Tile Trac Lower 5/16" x Y. Lag bolt f Download 50 Lbs. Per Square Ft. Deflection: 112" �%* r LIr j Uplift 50 Labs. Per Square Ft. Deflection: 1/2". Roof Trac Photovoltaic mounting system using Sharp 200 Series Roof Trac Flat -=3 Modules Modules: Spar Revised: 10/31/05 p 200 Series Modules Control No. SRP Static Static load test illustration Page 2 of 2 Integrated with Tile Trac° attachments a the 'anstaller to make structural attachments t6;'the roof raf Roof lac® anstalled with the'Tileallows' the `height of the sola: "support rails.to he adjusted to'.cgmpensate for uneven roofs.- 4 Roof Trac, W Fast Jacket protected under Patent #6;360,491. ' Til¢ Trac° protected under Patent #5,646,029 •yrL a j �a...•;.¢ s cf ^ lF NILb lllustr'aled above is hot) lbe Tile Trac® allacbment sem nlcssly integrates with lbe Roof Trac mounting s)slem. i.✓I %-.,I wI I U I SOLAR products: The Tile Trac® attachment system is the perfect base for sinface mounting on composition roofs! tl has over 10sq. inches of base to prevent damaging delicate composition shingles. The Roof Trac' support raft was designed to conceal all allacbmew barchvare. All connections are made inside lbe support rail hidden f •onz view. All exposed aluminum is fidly anotlized to module manufacturer specifications. Patented Slide -n -Clamp Fully integrated, andpatented, clampingsystena actually changes the structural properties of the System '# END aluminum channel making it significantly stronger: l• CLAMP This design allows solar modules to be installed at a lower ,. profile to the roof providing a more aesthetically pleasing 00 installation. INTERMODULE CLAMP SLIDE NUT Module end clamps are specifically designed and extruded for each specific modade f tame. Our innovative clamping system provides inward tension on the module f -anne securing the laminate in the frame. Roof Trc3c Patent #6,360,491 The Original "Top -Down" PV Mounting System. Integrated with Fast Jack' attachments The patented Roof Trac® system installed ivith the Fast, jack® attachment metbod provides an ideal solution for installations where a flashing is desired. Me Fast jack® is also they solar industries preferred method of attachment for new construction roofs. Roof Trac® H Fast Jack® protected under Patent #6,360,491. Tile Trac* protected under Patent #5,646,029. All (1llacbrnent bardrvare is Concealed within lbe srrpporf raillearin J rur y. 111uslraled above is bore the Fast fuck° aesibeficall )- pleasing solar arra allacbment sean2less1), inlegralff 21411) the /roof 7)-ac'117ounting,91stenr. Splice Connection The splice kil provides a solution to rigidly lock multiple rail sets together: The splice kit bus a feature that allows for Thermal expansion/contraction of the rails wilboul damaging the roof -top! Fast Jack® Connection 7be Fast jack® allacbrrrenl provides a quick. and strong installation solation. Patented design places fhe boll directly, under lbe . stanchion post rrbere the nrosl support is offered. This feature allows slan(lard roof flashings to lap flat on the roof deck.. PV, MOUNTING SYSTEM Ro( f.T)r INSTALLATION MANUAL The ROOF TRACT"' PV mounting system makes the installation of PV modules for rooftop installations easy, safe and attractive. The patented (pat #6,360,491) PV support mount along with the TILE TRACO patented -(pat #5,746,029) the roof attachment system, is used to install frame modules to the most common roof tops including concrete tile. This manual will illustrate the proper installation of the TILE TRAC@ system and provide the installer general information on roof framing and roof coverings. This manual will also provide instruction on how to make solid, leak free attachments to the roof. This manual will be divided into -9 different sections to provide the new and experienced installer general information and techniques that will reduce labor costs while providing a safe structural attachment to the roof. The instruction guide is divided into the following areas: • Components of the ROOF TRACT"" PV. mounting system ' • General information about roof framing and coverings • How. to locate rafters • Installation of modules using the TILE TRAC@ base -:on composition roofs • Installation on new construction or new roof using the FASTJACKO flashable roof support stanchion • Attachment of the modules to the support channel • Installation of the TILE TRAC® system for the roof installations • Safety guidelines for the'solar installer • Recommended tools Iso JI T' • b . 0op r r• Page _1. 4 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS' 2002; All Inforitiation contained In this manual Is property of Professional Solar Products (PSP). TILE TRAC®is a registered trademark for PSP and is covered under'U.S. patent'N5,746.029.r. FASTJACK® is a registered trademark for PSP and is covered under U.S. patent #6;360.491'x' - I a t S f. .r TILETRAC® & FASTJACK® MOUNT COMPONENTS SLIDING CARRIAGE 3B' X1 -1l2" ep THREADED HEX STUD FOR COM- POSITION ROOFS QTY: 6 SETS 5/16" X 3' LAG BOLT TILE TRAC ATTACHMENT BASE 3/8" X 1-1/2" THREADED HEX HEAD STUDS 3/8" X 6" i THREADED - 5/16" LOCK STUD FOR WASHER 0,TILE ROOF 5/16" x 2-1/2" HEX BOLT c 5/16" LOCK WASHER0 INTER -MODULE CLAMPS QTY: 6 /\ /5/16" THREAD QTY: 2 SUPPORT RAIL —Clear Anodized Note: Proprietary end clamps labeled with ID line. Line position will depend on module manufacturer I > 5/16"X 3/4" HEX BOLTS MODULE END CLAMPS QTY: 4 SETS ROOF CONSTRUCTION. SOLAR modules of any type must be. structurally' ': •• z ;t:.and brought to the construction site, Trusses are attached to the roof. This means that theynirJst be generally used in track or modular homes. Each of secured (bolted) into a structural member of the roof these roofs supports systems will work exactly the such as a rafter or joist. Structural attachment. same for attachment of the TILE TRACO system. The prevents damage resulting from wind, earthquakes angle..(inclination) of the roof is measured in terms of a and snow loading, it also insures that the penetration division of-. 12, examples would be '3 in 12" "4 in 12""5 into the roof will be sealed and compressed tip provide . in 12", this simple means the height is relative the a leak free connection for the life of the system. horizontal measure. _ Most roof pitches will fall the previous categories. For the sake of this manual we The TILE TRACO PV mounting system's patented design has been specially engineered and tested to meet industry requirements for load testing and engineering. The TILE TRACO mount system has been load tested and approved by a licensed structural engineer. (Copies of engineering reports are available with purchase). TILE TRACO mounts are load tested in both the uplift and download conditions while under load at 50 pounds per square foot. Our unique extruded support rail design accomplishes this degree of support with minimal deflection using relatively light gage aluminum. This TILE TRACO system was the first system to employ the benefit of the "top down" attachment method. This unique innovation allows the installers to properly install attachment bolts into rafters.' Before the invention of this product all module systems had to' be bolted from the rear of the module frame: All module clamp sets and engineering are "module specific" and are tested and sized appropriately for each module manufacturer. The following sections of this manual will pr_'ovide a good general knowledge of most likely roof installation situations. It is presumed that the installer,`has a fundamental knowledge of roof construction and tools. We will also try to suggest ways in which you'can reduce installation labor and time. We appreciate your selection of our mounting system and hope that this installation guide will make your installation experience faster and more profitable. Safety: Installers should used only approved ladders and work only when roofs are dry and avoid.. installation on windy days. Secure all tools, modules and parts to prevent them from falling off the roof. It is advised to protect all exposed studs with protective caps during the installation process to prevent injury. GENERAL ROOF TYPES: Rafter and Pitch: Most modern roofs are,composed of structural framing which consists of rafters or trussed units. Rafters are usually 2"x6" or better and are usually found in custom construction. Trusses are geometric shapes that are pre -fabricated, in a factory will consider all roof supports rafters. TRUSS ROOF JOIST ROOF Rafter spans are generally 12", 16" or 24" O/C (on center). All modern roofs are design to support plywood centers which are 48". For this reason the TILE TRACO PV mounting system is engineered and tested at' 48" centers for both portrait and landscape configurations. All "attachments to the roof should be laid out and attached at 48" centers, attaching at this common distance and you will be reasonably assured of making a structural attachment to a roof rafter, while distributing the load evenly on the roof structure. Sheathing: Roof covering over the rafters generally consist of three types of materials; 1. ' Exterior roofing plywood. 2. OSB which is an abbreviation for Oriented Strand Board, this material has now become the standard for new home construction. This material consists of pressed wood fibers which looks similar to particle board. Although this material is structurally sound for roof sheathing, it does not have the ability to secure a lag bolt if the rafters are missed. 3. Skip sheeting -(spate sheeting): This material is generally not used anymore because of more strict fire codes. This is simply a 1" x 4" or better nailed to the rafters with a space or gap between each board. This type of support is mainly used on older shake or wood .shingle roofs. Important: Attaching'or bolting to sheathing is not generally considered a structural attachment and should be avoided. Page 3 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All Information contained in this manual is properly of Professional Solar Products (PSP). TILE TRA COD is a registered trademark for PSP and is covered under US. petonl #5,746;029: FASTJACK® is a registered trademark for PSP and is covered under U.S. pateni 116,380,491. TECHNIQUES FOR LOCATING THE ROOF RAFTERS Based upon the fact that roof rafters can be located at 48" centers, becomes necessary to properly locate at least one rafter. After locating a rafter, it can be used to reference other rafters on the roof. Since the roof sheathing and roofing materials conceal the rafters, there are several techniques that can be used to locate the rafter centers. Keep in mind that the rafter must be located absolute center for proper attachment. Rafters will generally provide a target of 1-1/2" wide which makes accurately locating the rafter is important for proper attachment. Regardless of the actual spacing of the rafters, most can be located at 48" centers. Here are some ways to accomplish this. If the roof eve is exposed, use a framing square to locate the rafter tail and carefully transfer this location to the edge of roof. Mark this location with a crayon, visible from the top of the roof. Reference this measurement to the edge of the gable: Transfer this measurement to the work area and you should be fairly close to the rafter. For a hip roof you will have to estimate the rafter location by visually triangulating the location perpendicular to the eve. If the roof has a closed or blind soffet, you can visually look for the nails on the rim joist (fascia board), this will indicate the general location of the rafter. 48.00 RAFTER CENTERS STEP #1 TAPE MEASURE Tq fND OF ROOF I I TAP FOR R (APPROXIMAt LOCATION(CLOSEIII / A' 2. Composition shingle or rolled cap sheet: Once you have general idea were the rafter is, you can refine your search by several methods. One simple method is to use a smooth face hammer (a rawhide hammer works nice here) and lightly tap perpendicular to the rafter until you hear a solid sound. Mark this location and you should be within inches of the rafters absolute center location. To determine absolute center you can drill small holes either left or right of the rafter until you hit the rafter center. Another way is to use a high density electronic stud sensor at the "HIGH RANGE" setting. Carefully sliding the device over a piece of thin cardboard (allowing it to slide off the roof shingles) will accurately show the start and ending location of the rafter. 3. Tile roof rafter location: This will consist of estimating the general location of the rafter and then removing the tile in the vicinity of it. After removing the tile, use the same procedures as above. 4. After locating the center of the rafter, it is advisable to mark the hole using a crayon. Important! Never leave a hole unmarked or unaccounted for. SUPPORT RAIL STEP #2ill f STEP #3 LOCATION DRILL CON ON)EIF RAFTER) 1W REFERENCE REFERENCE V/ \ PAGE 10 FOR MORE DETAILED INSTALLATION . INSTRUCTIONS. , How to attach the .TILE TRACO base to the roof. After locating the exact position for the TILE TRACO bases, drill a 3/16" (we recommend.a carbide masonry bit) pilot hole into the rafter, place the lag bolt and washer through the base and apply mastic or roof sealant to the bottom of the base extrusion. Insuring that the roof is clean and warm, install base by inserting the lag bolt into the hole and impacting the lag bolt down using a 1/2" drive socket (do not over -tighten). After the base has MASTIC COMPOSITION ROOF SHEATHING �- RAFTER been secured and sealed to the roof, install the sliding carriage over the base and thread in the 3/8" hex stud. At this point, leave the carriage stud loose.to allow for final adjustment. Continue installing the TILE TRACO six attachment feet per rail set installed on 48" centers: NOTE: Roofing mastic must be applied per the manufacturer's recommendations. To ensure a proper seal, mastic must be fresh and at least room temperature. Page.5' COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contained in this manual Is property of Professional Solar Products (PSP). TILE TRAC® is a registered trademark for PSP and is covered under U:S. patent 115,746,029. FASTJACK® is a registered trademark for PSP and is covered under U.S. patent #6.360,491. INSTALLATION OF. THE ROOFTRAC® SUPPORTS TO THE ROOF MOUNTS 49' 3/16" T -WRENCH 1/2" CONE BIT & DRILL — REFERENCE MARK — HEX STUD "V" GROOVE TO START DRILL SUPPORT RAIL (BOTTOM) i ALLED SUPPORT RAIL -- SHEATHING TO THIRD SUPPORT COMPOSITION ROOF RAFTER Installation of the ROOFTRAC® support rails to the channel adjacent to the support feet. Align and mark the attachment feet. intersecting "V" groove on the rail and drill a 1/2" hole through the rail. a "Uni-BitT11" sheet mel cone After the base has been secured and sealed to the roof, is recommended forothis). After drilling the hole in the bit install the sliding carriage over the base and thread in the support rail, place the rail over the attachment feet (fiq. 3/8" short hex stud. At thin nnint 1-- *�,_ __:___ _. .._... INSTALLATION. OF THE MODULES OVER THE ROOFTRAC6'S:UPPORTRAILS V'. Attachment and clamping of the solar modules to the clamp sets onto the first modu'e..They are designed to TILETRACO feet or FASTJACK® stanchions.work stay in place freeing you up to slide and align the next exactly the same. After the support rails have been module.info place: Repeat this procedure until all installed to the attachments, you are now ready to install modules are installed onto the support rail. Upon the solar modules. There are two sets of clamps; the installation of the last module in the panel, insiall the outside clamps (end clamp) and the inter -module clamps module end clamp to complete the installation. that install between the modules. For convenience, it is advisable to pre -thread or start the bolt, lock washer and Please note that all module end clamps are proprietary clamp into the sliding insert prior to bringing them up to :and specially extruded to fit a specific brand of module. the roof. Slide the two end clamps near the end of the Since many of these tolerances are very small, we install support rail and install your end module (first). Carefully a die line (marker) to -differentiate the correct die per square the module to the frame and tighten the clamps module frame.. Please refer to the module end clamp using a 1/,2" box wrench or drive socket. DO NOT illustration on page 2 to insure you are using the correct OVER -TIGHTEN, we recommend a maximum torque of end clamp. 20 foot pounds to prevent damage to the module glass. After the first module is secured, slide two inter -module Page 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contairied.in this manual is properly of Professional Solar Products (PSP). TILE TRAC® is a registered trademark for PSP and is covered under U.S. patent #5,746,029.. FASTJACK® is a registered trademark for PSP and is covered under U:S:._patent #6',360,491`.' ROOF INSTALLATION FOR THE FASTJACK® FLASHABLE SUPPORTS DRILL PILOT HOLE INSTALLED SUPPORT Y m PC f3/8" BOLT & WASHER e--- 5/16" LAG BOLT & WASHER OG FASTJACK STANCHION INSTALLATION Installation of the FASTJACK® support rails to the .attachment feet. FLASHING INSTALLED FASTJACK 11 FSG FASTJACKINSTALLED ROOF SHINGLE FASTJACK® is that the roofer can remove the posts for easy installation of the roof paper and later install them. The illustration above shows how the FastJackTm flashable After the FASTJACK® mounts are installed, the support mount is installed on a new roof. (see the following page for rails can be marked and installed in the same manner as more detailed installation instructions). The same. spans illustrated on page 6 of the manual. apply to the FASTJACK® mount as with the TILE TRAC®, attachment feet. All attachments to the roof should be Fig #1: FASTJACK® base is installed over the roof rafter made at 48" rafter centers, and all rafters must be located and ,hPnfhinn 14 ° INSTALLATION OF.THE FASTJACK® . FLASHABLE'_ ROOF -°STAN CH ION BOLT 3/8"WASHER i . THREADED POST 5/16" LAG BOLT 5/16" WASHER DRILL GUIDE t. I MACHINED BASE ROOF RAFTEF FASTJACK'm INSTALLED PARTS 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 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 aye required. FJ mounts are. available in two sizes;ke".4-1/4" FJ -425 (for conventiohal.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. FJ's 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 ( AG BOLT HOLE 1" THREADED BASE REQUIRED TOOLS:. . - /4" DRILL BIT AND POWER -DRILL FJ -360 SERIES /2" SOCKET " PIPE PLIERS BOLTING INTO THE RAFTER Place the 5/16" 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" T l� 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 W TIGHTEN POST SUPPORT INTO BASE 0 rage y COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information.contained in this manual is property of Professional Solar Products (PSP). TILE TRAC® is a registered trademark for PSP and is covered under U.S. patent 05,746,029: FASTJACK® is a registered trademark for PSP. and is covered undevU.S. patent 46,360,491. INSTALLATION OF TILE TRAC® STEP 1: MARK A REFERENCE LINE ACROSS THE TILES IN THE VACINITY OF THE ROOF RAFTER. REMOVE THE ROOF TILE BY PUSHING AND PULLING ON THE TILE: IT IS HELD IN PLACE BY A SMALL NAIL. LIFT WITH A FLAT NAIL BAR IF NECESSARY. STEP 3. INSTALL THE LOWER TRACK ASSEMBLY USING A 5/16" LAG BOLT AND SPECIAL WASHER. PLACE SEALANT AROUND BOLT AND LOWER TRACK, BE SURE TO SEAL THE NAIL HOLE FROM THE TILE YOU REMOVED. STEP 5: REPLACE THE TILE AND DRILL A 3/8" HOLE USING A MASONRY DRILL, INTERSECTING THE REFERENCE LINE AND THE HIGH POINT OF THE TILE. CTCD 7 STEP 2: LOCATE THE CENTER OF THE RAFTER BY TAPPING WITH A HAMMER OR USING AN ELECTRONIC STUD SENSOR. AFTER LOCATING THE CENTER OF THE RAFTER DRILL A 3/16" PILOT HOLE IN LINE WITH THE CHALK LINE. S STEP 4: AFTER INSTALLING THE LOWER TRACK, SLIDE THE UPPER MOVABLE CARRIAGE ASSEMBLY INTO POSITION AT THE HIGH POINT OF THE TILE. STEP 6: INSERT THE THREADED SHAFT THROUGH THE HOLE IN THE ROOF TILE, LOCATING THE UPPER TILE TRAC® CARRIAGE. IF NECESSARY, PICK UP THE ROOF TILE TO ASSIST IN STARTING THE THREADED SHAFT. INSERT AND LOCK TWO 3/8" NUTS ON THE THREADED SHAFT AND TIGHTEN DOWN USING A 9/16" WRENCH. 0 SPLICE KIT INSTRUCTIONS: Drill Felt Tip Pen Uni-BI I Turn the support rails so the bottom is facing up. Place the lower splice'extrusion over.the rails to use as a template. Center the lower splice extrusion over the rails and mark using a small felt pen. Mir 1/2" Socket ' /B t � A I Drill two holes using a 1/2" #10 "Uni-Bit"O - drill at the intersection of the reference mark Iand the extruded "V" groove in the lower support assembly. Insert the splice "A". into the channel and install "B" —the two 5/16" bolts / lock washers— into the lower support "C". Tighten using a 1/2" socket. Splice insert is designed to expand into the extrusion -walls forcing the rails into alignment, do not over tighten. Roof TracM support rails can now can be handled and installed as one solid rail. Splice Expansion Feature: Roof TracTm splice kits are designed to hold support rails in alignment for convenient installation. It allows for thermal expansion (side movement) of the aluminum after attachment. To'use this feature, assemble the sections together allowing a 3/16" gap between sections. After installing the supports remove one of the 5/16" bolts. -Thermal expansion of the aluminum support rails will now be absorbedin the splice connection instead of stressing the roof 'attach ments. The remaining splice kit bolt and assembly will keep the support rails in perfect alignment. 5 - Page 11 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contained in this manual is properly of Professional Solar Products (PSP). TILE TRACO is a registered trademark for PSP and is covered under U.S. patent #5.746.029. FASTJACKO is a registered trademark for PSP and is covered under U.S. patent #6.360,491. professional SOLAR productsy ROOF PAPFR FastJack@ Installation Manual Date Modified: 09/10/2007 APPLICATION: The FastJack attachment can be used on virtually any roof re- quiring a flashed installation. The Fast -lack is available in four sizes: FJ -300-18 3" Comp roof w/Oatey® flashing FJ -450-18 4-1/2" Comp roof w/standard flashing FJ -600-18 6" Flat concrete tile/built-up FJ -750-18 7-1/2" S -Curve concrete tile/built-up AAWARNING All Professional Solar Products (ProSolar) are engi- neered and tested to withstand stated specifica- tions (as stated on published specification sheets) when installed properly. Failure to install properly may decrease the performance of installation. O SAFETY All regional safety requirements should be followed when installing Professional Solar Products. All tools and equip- ment located on the roof should be secured to avoid falling object hazards. All equipment/tools should be properly maintained and inspected prior to use. Any exposed studs should be protectively capped to help avoid injury. This in- stallation manual is intended for use by professional in- stallers with a working knowledge of construction principles. • Chalk line • Cordless drill with 3/8" carbide masonry drill bit (for breaking through comp shingle surface only, not pilot hole) • Cordless drill with long 3/16" drill bit (for pilot hole) • Cordless impact wrench with 1/2" socket • Lumber crayon • Precision stud sensor (recommended Zircon®1520) • Flashing Template (standard flashing template #TEMP -STD; Oatey® flashing template #TEMP -OAT) • Adjustable pliers (1-1/2" minimum jaw capacity) • Utility knife with hook blade • Dead blow hammer (approx. 21 oz.) professional . ° - .l F a stla c k® .S pr!R!O-Uft I n'stallatio'n Mato[ Date Modified: 09/10/2007 Installation steps overview 1) System layout & chalk line marking 2) Locating roof rafters along chalk lines 3) §ealing/attaching FastJack@ 4), Clean up/Quality Inspection -Step 1: System layout & chalk line mar'king, Chalk line — to'reference Prior to beginning attachment work, the system support rail pla cement roof layout should be defined. Adrawing or sketch is recommended prior to roof work. Upon finalizing layout, use chalk linesto mark support rail locations. The chalk lines will be used to align Fast)ack@ attachment points. Note: When configuring Note: All support rails should be placed 48" apart layout please account fora 6.6" gap along the module length. The rail distance from the between modules and 2" on each end of the module will vary based on module size. end of the module array for clamps. J%",The 48" grid:`de-s'ign-base on rafterspacing �"�:- (12 x4=481'116""'. is'x 24",x 2 Note: All product specifications are based on 48" paired support rail spacing. Proper module/rail orientation—single array sample V01;' Clamps must secure the module on the long end of the frame. The span of the two support rails should be 48". EXAMPLE: (Using a 62" long module) 8" 48" 62" i professional ` ' � � • Fasthck@ SOLAR.,. products` Installation Manual .*,.' ' Date Modified: 09/10/2007 Step 3: Attaching/ Sealing FastJack to Composition Shingle_, 1/4 „",masonry blt is G` usedto bCeak, tA35'X through the rough comp position tele surface only to avoid A; 'prernature'pilot hole drillbit' wear. Do not drill pilot hole with a 1/4", masonry drill bit. STEP 2 STEP 1: Locate rafter center by STEP 2: Insert the 5/16" stainless using precision stud finder or steel lag bolt and washer through ' other means. Using a 3/8" ma- the Fast)ack® base.Install the lag. sorry bit, break through the comp bolt through the FastJack® usirig a shingle over the rafter in the cen- 1/2" socket and,electric impact ter of the shingle.'Position Fast- wrench. _ + Jack® drill guide over the hole location and drill your pilot hole , using a 3/16" drill bit. • .' y, labor and frustration. The template is an easy tool that.enables the installer � to quickly -and cleanly cut in a flashing with no guessing'or struggle. STEP 3: Using a FastJack® flash- .ingtemplate (optional), and a util- ity knife with hook blade, cut corn- 4 position shingle. The template will cut the shingle to the size needed for a standard or Oatey® flashing. (TEMP -STD illustrated) ' x, r, 1p so prodUct" t ^"��y- Y��;tif F�'^' Y;� j.s' '�f 4. iAi % MW RAMNIN, "N lt,is.,:L�xtremel,yft ;,imp"o*"rta,nt,,:to�i r I" J --��tvi✓'r5t6drb6loW,brb�,66th.ih6�c r r"' �ing�on&�composit in -'r "VI 5. Or rr� 07 7 4t Ile 0kj1 4A .7+ C1. 'PA IVA N­fN, k,4 'Sp ;,e CIO A 1, rM., -r,e��crtr.. y.; \iT e,I i 5 �,' 'N {.sA'*._Sr f�..tf. y /._ �I / `�� aK . r�i.: x'i �•(�:' .��w y. 0 It f, IV, I - 'W" "Ar k ry k­ V,c &,ows,.711 IR 1'61t,� Z�_, ECT., 11 ST-J"Cl C: K&� AV 4;i�014 !lIt". 41 " Insta''11a iom.,:M`anual1' ate Modified q9/10/20072 F11 v etthetypical pitched roof ,-N A. I �11_ (,j i ' n ' st'bll'btjo'h,*'bf .a...cut=i t ­ ,,j 1*a66tfl 6W H a & ri'. the fl Ar -O 00LC ion shc,W§.Ahe i i ncorrectj nsta 116tio'n 16fia,flashing,' e.. lashii1g1sino �cu Intoth6 shingle'. and the ' a-ted',W hbre" mater -can flow dhder.;the; lash i hg.�',Th i§1 6' K' -"F„ 4 installation ".hb­s-.`a h i gh i potential jo, evelopra rooflleakor 'rot t 9 prote,ssional sow products Fasthkk@- N Installation ••Manual • Date Modified: 09/10/2007 i STEP 4: Slide flashing over the '-STEP 5: Using the post threader base and under the upper row ofs tool (included with the flashing STEP 6: Using the adjustable pipe pliers, composition shingle. , template), thread the,post through ` tighten post into base by turning clockwise. the flashing into the base. :�a• 1 Note:,lf using Oatey® no -caulk flashing sealant r,`}., will not be necessary. ,. STEP 7: Seal flashing per the flashing manufacturers' specifications. ` Step 4: Clean up/., Quality Inspection Clean Up:.���,>�;,h fHyl, 0,Upon completing the attachment installation; account �Iwaked sure alI nstarr llatiocre. di<3Wr•».r'•av � j.�,, for all tools and clean area as necessary. v F�members on,theroof arelmindr; t , �e,rful of nstall0d, roof,attach ' f /S�,6.eJKa" �' � f"tT --'.fJ I na i•,efi"'d�Ii' wtai . � s ��;��"meets torprevent i1 -51 Quality Inspection: •ti � ,. ..+ � r �i 3* s-: aRf' i �n Contractors are recommended.to perform a final at= ` installation.crew.?!"r�.membersK . ��'`',�i� .';"t"sr tachment quality inspection prior to installing they r shouldzutilizeyproper safety V1 y RoofTrac® mounting system to ensure all attach �" e ,;�ryA, equipment when instalii ng a- y ments are properly sealed. It also recommended to �,T� solar.s stem Harnesses -hard �� •R" ' � �r'IPv,i �� r, 5t�� < K a � � �;; �+ '+ •3Y.t,"•. check all attachment spacing to verify all attachment tx,`s�hats igloVes'properno slips points were positively connected. . • • '�t''i.+.r�r'.�1$n.aiGil� <, �..�ixt L�'a`r,�l�ra'.�?' 'si�F h..�', F$.}'r��rPiM :�ilJ aY�,.L? i.• t i �f Fasthkk@- N Installation ••Manual • Date Modified: 09/10/2007 i STEP 4: Slide flashing over the '-STEP 5: Using the post threader base and under the upper row ofs tool (included with the flashing STEP 6: Using the adjustable pipe pliers, composition shingle. , template), thread the,post through ` tighten post into base by turning clockwise. the flashing into the base. :�a• 1 Note:,lf using Oatey® no -caulk flashing sealant r,`}., will not be necessary. ,. STEP 7: Seal flashing per the flashing manufacturers' specifications. ` Step 4: Clean up/., Quality Inspection Clean Up:.���,>�;,h fHyl, 0,Upon completing the attachment installation; account �Iwaked sure alI nstarr llatiocre. di<3Wr•».r'•av � j.�,, for all tools and clean area as necessary. v F�members on,theroof arelmindr; t , �e,rful of nstall0d, roof,attach ' f /S�,6.eJKa" �' � f"tT --'.fJ I na i•,efi"'d�Ii' wtai . � s ��;��"meets torprevent i1 -51 Quality Inspection: •ti � ,. ..+ � r �i 3* s-: aRf' i �n Contractors are recommended.to perform a final at= ` installation.crew.?!"r�.membersK . ��'`',�i� .';"t"sr tachment quality inspection prior to installing they r shouldzutilizeyproper safety V1 y RoofTrac® mounting system to ensure all attach �" e ,;�ryA, equipment when instalii ng a- y ments are properly sealed. It also recommended to �,T� solar.s stem Harnesses -hard �� •R" ' � �r'IPv,i �� r, 5t�� < K a � � �;; �+ '+ •3Y.t,"•. check all attachment spacing to verify all attachment tx,`s�hats igloVes'properno slips points were positively connected. . • • '�t''i.+.r�r'.�1$n.aiGil� <, �..�ixt L�'a`r,�l�ra'.�?' 'si�F h..�', F$.}'r��rPiM :�ilJ aY�,.L? Bin # City of LaQ uinn Building u Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit Q.., -`���J Project Address: —M SW S Owner's Name: A. P. Number: Address: b _. 72 2- 5,49wv Legal Description: City, ST, Zip: Contractor: Y e Telephone: qOa q 7 3 ' > Address: Project Description: City,ST,Zip: u`w� 22�( w►4 Telephone: q 3kx State Lic. # : — S( City Lic. #: Arch., Engr., Designer: � � v Address: City, ST, Zip: Telephone: D 7 State Lic. #: Name of Contact Person: Construction Type: Occupancy: ProJect tYPa circle one) New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted �/�aZ Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cales. 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 Plans picked up S.M.I. H.O.A. Approval Plans resubmitted I Grading IN HOUSE:- ''a Review, ready for corrections/iss a Developer Impact Fee Planning Approval i Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees