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11-1251 (SOL)P.O. BOX 1504 • ���� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING &SAFETY DEPARTMENT BUILDING PERMIT Application Number: j1Y0000125�- 1 Owner: Property Address: 79613 POMO STRITMATTER PAUL. APN: 772-180-060- - - 79613 POMO' Application description: SOLAR LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 35000 `I Contractor: Applicant: Architect or Engineer: .SOLAR DISTRIBUTORS I C 605 MEL AVENUE PALM SPRINGS, CA 92262 (760) 320-2385 Lic. No..: 672221 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) ofDivision3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C46 ��Uccensee"No.: _ /672221 ate: r Zntractor. �iLl�1 �G/ d(1 C7/GGi'-J7 OWNER -BUILDER DECLARATI 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 1, 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.). (_ ) I am exempt under Sec. , BAP.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 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 1/09/12 D tNOJA9.2012 LA WORKER'S COMPENSATION DECLARATION I hereby affirm'under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 9002836-12 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 s a rn hw' comply with those provisions. Date: I2 Applicant: WARNIN FAILURE TO SECURE ORKERS' 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 perrnii 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 up the above-mentioned property for i spe�rposes. ' r Date: 2 gnature (Applicant or Agent(: ' LQPERMIT Application Number . . . . 11-00001251. Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . 30.00 Plan Check Fee 7.50 Issue Date Valuation 0 Expiration Date 7/07/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 EA ELEC PWR APP >10 TO <=50 15.00 Permit SOLAR PERMIT Additional desc . Permit Fee . . . . 28.50 Plan Check Fee 7.13 Issue Date . . . . Valuation . . . . 35000 Expiration Date 7/07/12 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA - SOLAR COLLECTOR 1,00172000 7.50 2.,00 3.0000 EA SOLAR EQUIP MISCELLANEOUS 6.00 -------------------------------------------------------------- Special Notes and Comments 13.5kW SOLAR ARRAY - (60) 225W SUNPOWER PANELS W/ (1) 5000 & (1). 7000W SUNPOWER INVERTER [1,020SF] 2010 CALIFORNIA ELECTRICAL CODE. December 29, 2011 9:06:58 AM AORTEGA ------------------------------ Other Fees . . . . ---------------------------------------------- . . . . BLDG STDS ADMIN (SB1473) 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 58.50 .00 .00 58.50 Plan Check Total 14.63 .00 .00 14.63 Other Fee Total 2..00 .00 .00 2'.00 Grand Total 75.13 .00 .00 75.13 LQPERMIT Bin # City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # l2� Project Address: 7%i3ji t* 1 Owner's Name: QU �7/1 ryJa Q/ A. P. Number: _ 7 7 / M Z I Address: 701613 Pb wl Legal Description: U 3 - 1L Contract � !�� Ci City, ST Zi Zip:Zr, (��;�,�� 6.4.9225-3 Telephone: . Y:r��",...> r. r#:� : ; •�.� Project Description: v phOhi/6llaic r dress: •3?Zu !/;KAP "re, City. .Zip: A/41 (� U HeU udhW,��h Tele hone: 40 o ,38J rxu fI'. f 1 f , BRI'. :: ':..: • i i,Vp J p� Jdl �/li. Ct/1'W \Sqto ic. #: (}2224 City Lie. #146651-3 Arch., E , Designer. 1 / S7C Address: �"--"_ __. ____.--- --; bb 115W &14 & is Ii) aft '1wo SM J City., ST, Zip:�� Telephone: P r ; ,:w o ' ` �.y , ��. ,}���� • ; ,.$4:�: Vii.. Fn ii�'ia+�{•�y(�/b�•Jp. t fir. %j:y:�>4. t✓';�/..` Construction Type: Occupancy. State Lic. #:., Project type (circle one): New Add n Alter Repair Demo Sq. Ft.: # Stories: —# Units: Name of Contact Person: c Za,7-Rai jo Telephone # of Contact Person: 70 - .39 l -ZO/7 Estimated Value of Project: IY35, (X) D APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted VY Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person will Plan Check Balance, Title 24 Cates. Plans picked up ( ' Construction a *.e Flood plain plan Plans resubmitted Mechanical r - Grading plan 201Review, ready for correct io issue • Electrical -0.4t Subcontactor List Called Contact Person Plumbing .� Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading .�-. IN HOUSE:- ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person' • ' A.I.P.P. '-- Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 15 13 11'JUIV01I - 6&..*A RWi- 1�tA 1%O<< — 7x` AN. 3 A Project Name: Stritmatter (PV System 13.SkW STC) Address: 79613 Pomo, La Quinta, CA 92253: County: Riverside Assessor's Parcel.Number: 776180021 Legal Description: 0.36 ACRES IN POR LOTS 46 & 47 MB 225/011 TR 24890-6 4,025 Sqft. Single Family Home Vicinity Map CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION 'o' DATE BY :=1 "Plans comply with CEC 2010 and NEC 2008 / All constructionsshall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code." . NEM SYSTEM INFORMATION UNIT INVERTER #1, #2 TOTAL MFG. & MODEL NO. SUNPOWER 5000m, 7000m (240V) 2 EFFICIENCY RATING 95.5%,96% 95.5%,96% 'Solar Module Electrical Data (Measured at Standard Test Conditions) Peak Power (+5/-3%) 225W Rated Voltage + 40.5V , Rated Current 5.55A Series Fusing 120A PV MODULES PER UNIT _ SPR-225E-BLK-D 27 + 33 = 60 , NET NAMEPLATE RATING 11.7803 kW 11.7803 kW #MODULES x CEC RATING x EFF % t Legend 3. 7kW Inverter (SPR -7000m 240v) 2.•100Amp 240VAC A/C Disconnect UN -7378 50-B 1. 200A Service, 3. 5kW Inverter (SPR -5000m 240v) 1. 200A'Service Entrance Meter No. AU 1134-587 2. 100Amp 240VAC A/C Proposed Bi-directional meter # Disconnect SquareD: DU323RB `.1' EMT conduit running exterior and Into the garage tothe inverters ;, _ - - 3. 5kW and 7kW Inverters 6 conductors 10AWG, THWN-2 and 1 ground conductor (SPR -5000m 240V) `BAWG, THWN-2 inside a V EMT conduit—, - UNa878 (SPR -7000m 240V) 50kVA B phase ' High 7.2kV 4. 60 X 225W Solar Modules 5. 125A Low 120/240V(SPR-225E-BLK-D) �4x PV Load ` 3aq; C t V 5. 125A, 240Vac, x ,. ` ` en er AC Disconnect Located approximat_elyK s PV Load Center M Maine' ° 2'-3' away from??ervice Pane ;Sl • , - Pool F Front Of `. ' + House 4. 27 X 225W Solar Modules • _ - . (SPR-225E-BLK=D) . Azimuth: 230°- -a a . •CITY OF LA OUINTA 4. 33 X 225W Solar Modules ;� I ` UILDING & SAFETY DEPT. • (SPR-225E-BLK-D) - _ _ Azimuth: 140* APP_ _ v _ c t �� .' w , : • - FOR CONSTRUCTION -f ATE '. ;.. Property Lines • i . N PROJECT NAME: Stritmatter, Paul DRAWING: Plot Plan 1 REV. DESCRIPTION DATE BY SOLAR DISTRIBUTORS INC = -T' PE°STAMP (iiappucable) ADDRESS: 79613 Pomo, Drawn By: Juan Pablo Grados Tilt:.17°,'Azimuth: 140°, 2300 9/7/11 73820 DINAH SHORE DR. - La Quinta, CA 92253 Signature: - Standoff: 3"- 6" PALM DESERT;CA. 92210 ,. = -• -` Lic# 672221 Type -'C-46 ' - r "Glans comply with CEC 2010 and NEC 2008 / All constructions shall com i' With the ZU1U Galitornia Kesidential, Mechanical, Electrical, Plumbi NEM SYSTEM INFORMATION UNIT INVERTER #1, #2 TOTAL MFG. & MODEL NO. un ower: SPR5000rn van 2 1.5 SPR7000m 240v (6) ea inverter EFFICIENCY RATING un ower: SPR50UUM (95.5%) and 95.5% 96% 2.5 SPR7000m(96.0%)' (3) ea inverter PV MODULES PER UNIT SunPower SPR-225E-BLK-D 27+33=60 NET NAMEPLATE RATING 11.7803 kW 11.7803 kW PV ARRAY JUNCTION 2 Arrays BOX *3 paralleled strings of 9 modules in series = 27 modules NEMA 3R and I Enclosure I *3 paralleled strings of 11 modules in series = 33 modules Total of 60 modules I I I I #MODULES X CEC RATING X EFF % .INVERTERS WITH INTEGRATED PV Load Center DC DISCONNECT, I 125A,.240Vac SunPower 5kW inverter #1 - (SPR -5000m- 240v) SunPower 7kW inverter #2 I (SPR -7000m- 240v) and Green Building Codes and the La Quinta Municipal Code." Number of conductors System Legend (6) ea inverter 1 10 AWG, RHW2 Cable (sunlight and oil resistant) (no neutral) 1.5 10AWG Bare Copper Ground Wire (6) ea inverter 2 10AWG, THWN-2 inside 1" EMT Conduit (no neutral) y, 2.5 8 AWG, THWN-2 inside 1" EMT Conduit (Equipment Grounding Conductor) (3) ea inverter 3 4 AWG, THWN-2 inside 1" EMT Conduit (1-1, L2, N, Ground) 3.5 6 AWG, THWN-2 inside 1" EMT Conduit Continuous to'AC Grounding Electrode (3) total 4 4 AWG; THWN inside 1" EMT Conduit (1-1, L2, N, Ground) All compression Couplings and compression connectors will be waterproof AC DISCONNECT NEMA3R, 240v, 100A MainDistribution Panel Square D: D223NRB 120/240V 200A Panel - Visible/ Lockable ( '. 1 Distribution Main Section 1 Breaker 1 Incoming I I I Service 150A I I I I M I I �11 E I I I I Meter I I UN -7878 AU1B4-587' I I 150kVA B phase 70A,2P i i .1 7.2v Low.120/240V I I.:,ers � 1 I I I 'I I I I I I I G I (GEC) Inverters bonded to house ground 3.5 1.5 2.5 DATE B PROJECT NAME: Stritmatter, Paul DRAWING: ONE LINE DIAGRAM REV. DESCRIPTION DATE BY ,. PE STAMP (if applicable) Drawn B Juan Pablo Grados Tilt: 17.°, Azimuth: 140*, 230° 9/26/11 SOLAR DISTRIBUTORS INC ADDRESS: 79613 Pomo, La Quinta, CA 92253 y' 73820 DINAH SHORE DR. Si "" - Signature* Standoff: 3- 6 - _ y g PALM DESERT CA. 92210 r . WARNING WARNING ELECTRICAL SHOCK HAZARD INVERTER OUTPUT CONNECTION DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE DO NOT RELOCATE THIS AND THE LOAD SIDES MAY BE ENERGIZED OVERCURRENT DEVICE IN THE OPEN POSITION TO BE PLACED*AT: •EQUIPMENT TO BE PLACED ON • PHOTOVOLTAIC AC DISCONNECT NOMINAL AC OPERATING CURRENT NEel kIrl I I Ll r-11 w-T-11,14WOUERATING VOLTAGE WARNING ELECTRICAL SHOCK HAZARD TO BE PLACED OONNECTIF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE DNA ki D ENERGIZED all TO BE PLACED AT THEANVERTER • u► - ACAUTION z POWER TO THIS BUILDING IS ALSO • c SUPPLIED FROM THE FOLLOWING n SOURCES LOCATED AS SHOWN: .. , (fin' cn • JN ➢, DI r-. ,'1 L^' 4 /L z I z -m y � L BENEFITS s� :0960E ffitienry. { SunPower?"' color Panels are the most;: z' SERIES efficient photovoltaic paieI' on the F market todcy. 3 ` Attrcchve Desrgrr Unique design combines`high efficiency and a sleek,.black appearance; to blend _ . elegantly_,wrth tFje�roof.; - t Agri a Power Our panels produce mor? power in - n the the same amcunt of space, �up„to 50 more than'canvention6j`designs and ”' 100% more than..thin film solar panels.. ' s� The SunPowerlm 225 signature black'"" solar panel provides a ' Reliable and Robust Dsige Proven materials,' temper=d front revolutionary combination of high efficiency and attractive, sleek 1 glass,= - " 3 and a sturdy anbdized'f"m>re allow appearance. Utilizing 72 backcontact solar cells and a black panel to operate reliably in multiple 1 F mounting ccnfigiurations. _ backsheet, the SunPower 225 blends elegantly with the roof. and j 1 . , delivers a total panel conversion efficiency of 18.'1 %. The panel's 1 reduced voltage -temperature coefficient and exceptional low -light performance attributes provide outstanding energy delivery per peak r power watt. � . SunPower 's High Efficieriry Ad4antage 20%°.. . ' 15% 14% a 10% .�_ 10% 5% .Z 0% Thin Film Conventional SunPower SunPower �— E 18 Series E 19 Series SPR,225E BK"- C us Electrical Data -.. - Mecaured m Siardod Too CadlRao MCI: Lredlace d I OOOW/0, AM 1.5, and call knpmmue 259 C Peak Power (+5/3%) - _ _ _ _ Pmox 225 W Efficiency ^--- -� ---- . -_ _ _ --- --- -n _- 18.1 % - Rated Voltage �VmPP - .` 40.5 V Rated Current - Impp -Voc 5.55 A Open Current Voltage Anodized aluminum alloy type 6063 (black) 48.0 V Short Circuit Current - - u Isc Y5.93 A - Maximum System Voltage - UL 600 V Temperature Coefficients +� Power (P) -0.38% / K ^-132.5mV 6X 754 Voltage (Voc) / K - [ 29.65 Current (Isj 3.5mA / K NOCr - y --�- -- - 46e C +/-2e C Series Fuse Rating _.. ' ~ 20A �— u -* Grounding Holes MM (IN) -- �^ - -'-- 1-V Curve - 7,0 1000 W/ass at 50' C I Mechanical Data Solar Cells T Y 72 Sun_Power allback contact monocrystalline - - Front Glass High transmission tempered glass-- Junction Box IP -65 rated with 3 bypass diodes ' [7.07] Dimensions: 32 x 155 x 128 (mm) Output Cables 1000mm length cables / MultiContoct (MC4) connectors Frame Anodized aluminum alloy type 6063 (black) Weight 33.1 lbs. (15.0 kg) F Dim u -* Grounding Holes MM (IN) -- �^ - -'-- 1-V Curve - 7,0 1000 W/ass at 50' C I 1,0 200 W/m' 0,0 - 1 0 10 20 30 40 50 60 Voltage M Current/voltage chcrac 00`136 a with dependence on Irradiance and module temperature. r - - Tested Operating Conditions - Temperature -40a F to +1 BY F (.40a C to + BY C) Max load 113 psf 550kg/m2 (5400 Pa) front - e.g. snow; 50 psf 245kg/m2 (2400 Pa) front and back - e.g. win Impact ResistanceHail 1 in (25 mm) at 52mph (23 m/s) Warranties and Certifications -� - - - - Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating ensions 2X 200 [7.851 2X30 2X 577 [1.191 1 1 [22.701 2X O4.2 (.17j 8 ,1.81 4X 12 I-] 6r0 1000w/me 5,0 - r `c 4,0 $00 W/np 3,0 [7.07] Soo W/ms 8X X42 [.171 2,0 1,0 200 W/m' 0,0 - 1 0 10 20 30 40 50 60 Voltage M Current/voltage chcrac 00`136 a with dependence on Irradiance and module temperature. r - - Tested Operating Conditions - Temperature -40a F to +1 BY F (.40a C to + BY C) Max load 113 psf 550kg/m2 (5400 Pa) front - e.g. snow; 50 psf 245kg/m2 (2400 Pa) front and back - e.g. win Impact ResistanceHail 1 in (25 mm) at 52mph (23 m/s) Warranties and Certifications -� - - - - Warranties 25 year limited power warranty 10 year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating ensions 2X 200 [7.851 2X30 2X 577 [1.191 1 1 [22.701 2X O4.2 (.17j 8 ,1.81 4X 12 I-] CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpowercorp.com for details SUNPOWER and the SUNPOWER logo ans trademadu or registered trodemech of sunPo«er Corporation. 0 Felonry 2010 SunPower Corporation. Al rights reserved. specifications Inducted In this dolosMel aro object to flange wi+aA notice. sunpowercorp.com Dowmera #001-60125 Rave• / ITR -EN 2X 1200 [47.24] 12 06.6 4X 180 [.261 [7.07] 8X X42 [.171 4X 231 (9.091 T T T F 2X 11.0 [.431 6X 754 [ 29.65 y � y 4X 322 I 2X 915 —� 2X 199.5 02.691 136.021 I [7.85] 2X 1535 [60.451 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpowercorp.com for details SUNPOWER and the SUNPOWER logo ans trademadu or registered trodemech of sunPo«er Corporation. 0 Felonry 2010 SunPower Corporation. Al rights reserved. specifications Inducted In this dolosMel aro object to flange wi+aA notice. sunpowercorp.com Dowmera #001-60125 Rave• / ITR -EN 0 IN E r f.•jk y 0. `BENEFITS `� ° ' Reliable and'RebuA Desige Pra'ven ir'ack-record for durabil ty _and longevity. t ; Effective Power Raege p s,a , r Enables.most systems toruse djsmgle , , f ,> inverter rot her,thanimulfple units ' `= s� �f Flexible AC voltage'autput and`scAble F �buildmg block"s-create.,an easyrsolutiSh for -commercial appticbtions .^ ,High Efficienry.' ; . a. Weighted.CEC eff16ency of at • F ' Ir least 95:5% anc°: peak effidency� r of at lecst'96.5 Reduced Installahor�Cost t� € ° = ' #y 3 lntegratad DC disconnect with fuse;.. lowers. material costs and lab'orz requirements It ' s mac. z AtkictiMeeAesthetics t r,wr r Integrated disconnect eliminates`` _ e "need for,vsibl'e conduits to inverter 1; t FSPR 5000m; 600Dm 7Q00�-�'cnd,'8�000m°"` SunPower SPR -5000m, -6000m, -7000m and -8000m inverters offer superior reliability and performance and can be easily integrated into residential or commercial installations. All models are backed by La 10 -year warranty. sunpowercorp.com 1-800-SUNPOWER 0 Electrical Data String Inverters $PR -5000m SO -6000m. SOR-70.00m. SO -80-00m AC Nominal Power7680 .56W W 6000 W 7000 W W @ 240 V. 141 Ibs for SPR -5000m, inverter Weight -6600m and -7000m / 8000 W. @ 277 V 148 lbs.for SPR -8000m 148 lbs for SPR -5000m, Shipping Weight -6000m and7000m C=I= 24 A, 21A, IAA • .29A,25A,22A 34A;29A,-25A N/A, 32A, 29A 24OV, 27M. Enclosure NEMA 31Z Mounting Wall Mount Bracket. Standard XN6minal '183-229yiomv 183 -. 229 V @ 208 V 183-229 . V@.206V N/A 6208V Volloge Range 211• - 264 V @'240 V211-264V@240V 211 •-264 V @ 240 V 211- 264 V @ 2.40 V U�1-305V@277V' 244-305V@277V . 244-305V@277V 244-305V@277V. AC Freq Range -60 Hz / 59.3 Hz - u 60. Hz / 59.3 Hz 60 Hz / 59.3 Hi - 60 Hz % 59.3 Hz 60;5 Hz- 60.5:Hz 60.5 HZ- 60.5 Hz Power Fodor 0.99 0.99 0.99 0.99 Peak Inverter 96:896 9 . 7.0% 97.0% 9 . 7.1% 96.5% CEC 1Nteigfited 95.5% @,208,V 95.5% @ 208 V 05.5%4. 268 V N/A'@ 208 V 95.5% 0 240V - 95-5% @ 240 V .96.0%.@ 240Y 96.0% 0 240 V 95.5% @,277-V 96.'0% @ 277 V. 96.0%@277V 96.0% @ 277 Recommended Maximum PV Power 6250'W.- 7500 W 8750 W. - 10000 W (Module @ STQ. DC- Input Voltage Range 250 -600 V 250 . -' 600 V 250 . 600 V 300 - 600 V Peak -power voiage 250 -480 V 250 L-480 V 250 - 480 V 300;- 480 V DC �Acm . Input c .urrod 21 A 2 5A 30A 30A DC VOIloge Ripple .4% 4% 4% 4% No. of Fiused 4 4'. String Inputs4 Power Constumption: OperalloWNighitime <7W/0-1 W, Topology Low frequency transformer. Fused DC Disconnect Standard; Complies with NEC Standards Configurable in the held with.inteqiqteo,grounoing kit Electrical Grounding SunPowei- Solar Panels: DC circuit positively grounded Serengeti- Solar. Panels. DC drcuit'neg4fivdlygrounded ' . .. ........ Mechanical Data SPR -5000m, SPR -6000m, SPR -7000m and SPR -8006m WiHxDOKhW 23.5' x 31.0- is 16 -Ar UhitDirnenswins W H D Orsdw4 18.4'.x24Xx9.5' 141 Ibs for SPR -5000m, inverter Weight -6600m and -7000m / 148 lbs.for SPR -8000m 148 lbs for SPR -5000m, Shipping Weight -6000m and7000m /152 lbs forSPR-8000m Coaling Forced Air Sealed Electronicis Enclosure Enclosure NEMA 31Z Mounting Wall Mount Bracket. Standard Aemmperabient Tture Range L13 to +113 1 Warranty and Certifications Warranty 10 year limited warranty Compliance: IEEE -029, Cer - fificalio . ns IEEE -1547, UL 1741, UL 1999, FCC Pori 15 A&B Skin EFFICIENCY CURVES+ 184- 9.5' -100 95 U 90 C. 85 av ;,e 80 75 70 24.1<, xz Z. % of rated output power j 0 nP Founded in 1985, SunPower'Corp. (Nasdaq: SPWRA,-SPWRB) designs, manufactures and delivers the planet's most powerful solar technology.- Residential, business, government and utility customers rely on thecompany's e'xperien6e and proven results to'maximize' return on investment. 21 SUNPOWER and the SUNPOWER bito are tratihsinorks or registered trodarmrks of Surf`w r Corporation: sunpowercorp.com ®July 2010 Sunt` w r Corporation. All rights reserved. Speciflootions iad6ded in this dolosheet are subject to chonp without mike. Document 0 00IA6967 Rw*B „SOL ARMouw Technical UNIRAC ...-- A NILT1 GROUP COMPANY SolarMount Technical Datasheet, - Pub 100602 -ltd V1.0 June 2010 ' SolarMount Module Connection Hardware ... :.................... .......................................... . 1 . Bottom Up Module Clip.” .................. ................................ ............................................. MidClamp........................... .................................... EndClamp............................:......::........::..:...........................:::....................................2 SolarMount Beam Connection Hardware...:...................:...:....:.........:...........................3 L -Foot ....................:.........:....:.......... ...........................................................•' SolarMountBeams .....:..... ......................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part. No. 321001, 321002 ' <Washer . Bottom Up Clip material: One of the following extruded aluminum Bottom f4ut (hidden..s alloys: 6005-T5, 6105-T5, 6061IJ6 �. Up Clip no Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: 0.031 lbs (14g) t Beam _ Bolt . Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents ' Assemble with one Y4"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one Y4" flat washer • Use anti -seize and tighten to 10 ft -lbs of torque Resistance factors and safety factors are determined according to i' part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Module edge must be fully supported by the beam ' * NOTE ON WASHER: Install washer on bolt head side of assembly. • . L DO NOT install washer under serrated flange nut � 1.24 A► C .I-1.00 X Applied Load .Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Tension, Y+ •1566 (6967) 686 (3052) 2.28 -1038(4615) 0.662 Transverse, Xt 1128 (5019) 329 (1463) 3.43 497(2213), 0.441 Sliding, Zt ' ' 66 (292) . . 27 (119) 2.44 -' 41 (181) 0.619 . ' l" ' 1.00 DISTANCE i . BETWEEN MODULES j ,i Y I Applied Load Direction 130 11111813 UNIRAC SOL4RMouW Technical Datasheets Design Load lbs (N) Resistance Factor, m Tension, Y+• • 2020 (8987) A HILTI GROUP COMPANY SolarMount Mid Clamp s Part No. 320008, 320009, 320019, 320020, 320021, Transverse, Zt 320084, 320085, 320086, 320087, 320120, 320122 ' 2.27 Bolt Mid clamp material: One of the following extruded aluminum Mid . na la e N .. alloys: 6005-T5, 6105-T5, 6061-T6 :.�• - Clamp � � _ Ultimate tensile: 38ksi, Yield: 35 ksi ' Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are ' • Allowable and design loads are valid when components are • assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single { mid clamp assembly when used with a SolarMount series beam to - retain a module in the direction indicated ". Assemble with one Unirac W-20 T bolt and one W-20 ASTM F594 • Assemble mid clamp with one Univac V7-20 T=bolt and one %. -20 Bea i ASTM F594 serrated flange nut Use anti -seize and tighten to 10 ft-Ibs of torque - -. `,� Use anti -seize and tighten to 10 ft -lbs of torque -Beam - , ., w part 1 section 9 of the 2005 Aluminum Design•Manual and third- Resistance factors and safety factors are determined according to t part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory . ' l" ' 1.00 DISTANCE i . BETWEEN MODULES j ,i Y I Applied Load Direction Average Ultimate 'Ibs (N) ' Allowable Load lbs (N) Safety Factor, _• FS Design Load lbs (N) Resistance Factor, m Tension, Y+• • 2020 (8987) ' 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Zt 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, Xt 1 1194 (5312) 490 (2179) 2.44 `741 (3295) 0.620 X Average Ultimate lbs (N) Dimensions specified in inches unless noted MINIMUM .� SolarMount End Clamp' - Resistance Factor, m Part No. 320002, 320003, 320004; 320005, 320006,. 1321 (5876) ., 320012,320013,320014,320015,320016 320017, VARIES 320079,320080,320091,320082,320083:320117; " 320118,320123,320124,320173,320165,320220,- End clamp•material: One of the following extruded aluminum 320233, 32o23a, 3zo331 alloys: 6005-T5, 6105-T5, 6061=T6 • - MODULE of Sliding, Xt . 0Ultimate tensile: 38ksi, Yield: 35 ksi THIO0IESS 2.72 -0 Finish: Clear or Dark Anodized a • . End clamp weight: varies based on height: —0.058 lbs (26g) d Clamp Allowable and design loads are valid when components are ' S.eirated , assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated ". Assemble with one Unirac W-20 T bolt and one W-20 ASTM F594 Bea serrated flange nut , \ • Use anti -seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design•Manual and third- Y.party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam Applied Load , Direction Average Ultimate lbs (N) - MINIMUM .� Design Loads lbs (N) Resistance Factor, m HEIGHT 1321 (5876) ., 529 (2352) VARIES - 800 (3557) " WITH 63 (279) 14 (61) 1 • 4.58 • - MODULE 0.330 Sliding, Xt . ,142 (630) THIO0IESS 2.72 .79(349)1 ' Dimensi n Applied Load , Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, m Tension, Y+ 1321 (5876) ., 529 (2352) 2.50 - 800 (3557) 0.605 Transverse,,Zt 63 (279) 14 (61) 1 • 4.58 21 (92) 0.330 Sliding, Xt . ,142 (630) .52(231) 1 2.72 .79(349)1 0.555 2 3.01 3x SL Orr. FOR HARDWARE ��.. . 2.01 I . Dimensions specified in inches unless noted Applied Load Direction Average Ultimate.•Allowable.Load lbs (N) lbs (N) -- :n UNIAC ' ,Design load lbs (N) Resistance Factor, m . ..Technical... 1766 (7856) 755 (3356) 2.34 • + - AHILr1 GROUP COMPANY SolarMount Beam Connection •HardWare SglarMount L -Foot r Part No. 310065, 310066,'3100671 310068: ' ' . 2.63 1 1069_(4755) " • • L -Foot material:.One of the following extruded aluminum alloys: 6065- ' t = T5, 6105-T5, 6061-T6 l + Ultimate tensile': 38ksi, Yel& 35 ksi ` _ • ' Finish: Clear or; Dark Anodized Traverse, Xt • L -Foot weight: vanes.based on height; •'0.215 lbs (98g). , 213 (949) Allowable and design loads are valid when components are Beaassembled with SolarMount series beams according to authorized Bolt- UNIRAC documents L -Foot. - For the beam to L -Foot connection: Assemble with one ASTM F593 °/. -16 hex head screw and one errated ASTM F594 3/e°serrated flange. nut. Flange Nu • Use anti -seize and tighten to 30 ft -lbs of torque ' • Resistance factors and "safety factors are determined according to part ^, 1 section 9 of the 2005 Aluminum. Design Manual and third -party test Y results from an IAS accredited laboratory . F _ NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other ( `—` `) attachment method , 3.01 3x SL Orr. FOR HARDWARE ��.. . 2.01 I . Dimensions specified in inches unless noted Applied Load Direction Average Ultimate.•Allowable.Load lbs (N) lbs (N) Safety Factor, FS ' ,Design load lbs (N) Resistance Factor, m Sliding, Zt 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269). 707 (3144) ' . 2.63 1 1069_(4755) 0.575 Compression; Y- 3258 (14492) ,1 325. (5893) 2.46 2004 (8913) 0.615 Traverse, Xt 486 (2162). , 213 (949) 2.28 323(+1436)1 0.664 Properties 7Units • 1 SolarMount SolarMount HD Beam Height in- 2.5 .,. 3.0 Approximate Weight (per linear ft) pif ,. 0.811 .1.271 Total Cross Sectional Area in' 0.676 •1.059 Section Modulus (X -Axis) W 0.353 .•0.898 Section Modulus (Y -Axis) in' 0.113 0.221 Moment of Inertia (X -Axis) in' 0.464 ' 1.450 Moment of Inertia (Y -Axis) } ' 4 in 0.044 0.267 Radius.of Gyration (X -Axis) in. 0.289 1.170 [Radius of Gyration (Y -Axis) in 0.254 . 0.502 • 1 r SiRUMRAL ENGINEERS. January 20.2011 �NNETh UniRac y 4p 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX (505).242-6412 OF Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code -Complaint Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's " SolarMount Code -Complaint Installation Manual 227.3" published October 2010 and specifically "PartI. Procedure to Determine the Design Wind Load", and "Part11: Procedure to Select Rail Span and Rail Type".- The ype":The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on., and comply with the following: 1: 2009. International Building Code; by International Code Council, Inc., 2009 2, 2010 California Building Code, by California Building Standards Commission, 2011 3: Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum. Association, 2005 This letter certifies that the structural calculations contained within UniRac's "Sola_ rMount Code -Complaint Installation Manual 227.3 are in compliance with the above Codes. If youve any questions on the above, 'do not hesitate to call. Sincei�Y,. . .V Paul Zacher, SE -President 8137 Sunset Avenue, Suite 120 • Fair Oaks, (A 95628 916.961.3960 • 91.6.961.39651 • WWWRSUOM professional MeTrac' sow produft installation Manual y APPLICATION: The TileTrac4D attachment can be used on .: both composition(comp) and concrete_ tile . roof surfaces. The TileTrac® TT 18S is in- '��Ra� tended for use on comp roofs and the Tile- Trac® TT -18T is intended for use on tile roofs. Note: The TileTrac® is not recommended for clay tile roofs. 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 the installation. (5 SAFETY All regional safety requirements should be followed when installing ProSolar Products. All tools and equipment located on the roof should be secured to avoid falling object haz- ards. All equipment/tools'.should be property maintained and inspected prior to use. Any exposed studs should be protectively capped to help avoid injury. This installation manual is intended_ for use by professional installers with a working knowledge of construction principles. • Chalk line • Cordless rotary hammer drill with 3/8" carbide masonry bit (for concrete roof.tile drilling). • Cordless standard drill with 3/16" long drill bit (for lag bolt pilot hole) • Cordless standard drill with 1/4" carbide masonry bit (for breaking through composition roof shingle surface only; NOT FOR PILOT HOLE) • Cordless impact wrench with 1/2" socket • Mastic or roof.sealant 'Use site/roof specific type • Lumber Crayon • 3/16° T -handle hex key (for composition shingle roof) • Precision electronic stud sensor • Dead -blow hammer (approx. 20 oz) t Page i of 7 Use of a Rotary Hammer drill is highly recom- mended. A Rotary Hammer drill (est retail: $5004700) reduces. concrete roof the drill time to approx. 2 seconds. A hammer drill (est retail: $250) will dramatically in- crease drill time to over one • minute. Use of a standard drill will Increase time to approx. 10 minutes. -6 - professional SOLAR MeTrac a Installation Manua I Installation steps overview 1) System layout & chalk line marking 2) Locating roof rafters along chalk lines 3a) Sealing/attaching TileTracO (S -Tile Roof) 3b) SealinWattaching TIIeTrac® (Composition Shingle Roof) 4) Clean up/Quality Inspection Step 1: System layout & chalk line marking Prior to beginning attachment work, the system roof layout should be defined. A drawing or sketch, prior to roof work, is recommended. Upon finalizing layout, use chalk lines to mark support rail locations. The chalk lines will be used to align TileTrac® attachment points. Note. All support rails should be placed 48" apart along the module length. The rail dis- tance from the end of the module will vary based on module size. Chalk line—to reference support rail placement Note: When configuring] layout account for a 0.6" inter - module clamp space between modules and 2" for each end o1 the module array for end clamp spacing _ The 48" grid.design is based on 12",16" or 24" on center (o/c) rafter spacing. w (12" x 4 = 48", 16" x 3 = 48", 24" x 2 = 48") All product specifications are based on 48" paired support rail spacing. Proper module/rail orientation -single array sample F'00—MR-04011-14� 0.6" Intermodule clamp spacing 2.0" End Clamp spacing Page 2 of 7 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 64" long module) professional TileTra; SOLAR prodU Installation Manual For installations requiring more than one row, with no spacing between rows, the distance between adjacent rail pairs will measure approximately the length of the module less 48". .Step 2: Locating roof rafters along chalk. lines 1) Since rafters are normally located every 48" on center (o/c), finding one reference rafter should be sufficient for approximating the lo- cation of additional rafters by measuring 48" from. the center of the first. . 2) If the roof eve (bottom edge of roof) is ex- posed, reference the bottom edge of the roof rafter location and use to approximate the lo- cation of the roof rafter/intersection chalk line on the upper section of roof. (EASIEST FOR TILE ROOF) If the roof has a closed or blind soffet (enclosed rafters not visible at roof edge): the nailing pattern along the fascia board ` .(board attached to ends of rafters) may indi i cate the rafter location at the bottom edge Of the roof. Page Snap chalk lines along t he location of where the �-•-•-e •-e-•-•-• • placed ospacing Is — • •-•-•-•-•calculated and measured. I� -•-i-off The .. I® aboverecommended I► 48 RooffradD mount- systern—ndn-tilt up. Actual deter- spacinging mined pattern roofing proper .Step 2: Locating roof rafters along chalk. lines 1) Since rafters are normally located every 48" on center (o/c), finding one reference rafter should be sufficient for approximating the lo- cation of additional rafters by measuring 48" from. the center of the first. . 2) If the roof eve (bottom edge of roof) is ex- posed, reference the bottom edge of the roof rafter location and use to approximate the lo- cation of the roof rafter/intersection chalk line on the upper section of roof. (EASIEST FOR TILE ROOF) If the roof has a closed or blind soffet (enclosed rafters not visible at roof edge): the nailing pattern along the fascia board ` .(board attached to ends of rafters) may indi i cate the rafter location at the bottom edge Of the roof. Page professional SOLAR product MeTrac 0 Installation Manua I Step 3a: Attaching/ Sealing TileTrac@ (Concrete Curve Tile Roof) Mark (with lumber crayon) or account for ALL holes, including small nail holes to ensure roof is properly sealed. Approximate attaching/_ sealing time 5 min. per attachment. STEP 1: Select a tile in the area of the. roof rafter, referenced by your chalk lines. STEP 2: Remove the file by push - Ing and pulling the tile, usually held in place by a small nail. STEP 3: Using an electronic stud finder locate the rafter center. Mark a reference point on the file above. Alternate metnous of,tinaing ratter Center (STEP a): 1) Using a dead -blow hammer, ' llghtly tap perpendicular to the rafter until a solid sound is heard. Mark this location. 2) If attic is accessible, driving a nail upward beside the rafter provide an adequate reference point. Roofing mastic/sealant must be applied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied,at room tempera- ture, as necessary. STEP 4: Drill several holes (if hec- STEP 5: Insert the lag bolt and essary) to locate the exact rafter washer through the TileTrac® and center. A-3/16" pilot hole drill bit is apply fresh sealant to the base. recommended. Page 4 of 7 professional SOLAR product TileTrac do Installation Manua I ' }` Before replacing Ulm; be sure 1 ALL holes have been properly ` sealed ;I'nclu'ding the original hole used to hold the the in Place. ryceco�a,'A Rotary Hammer Drill re - 60, duces concrete roof the drill s s time to approxi. 2 seconds: A hammer drill will dramati- cally increase drill time to 30 over one minute. Use of a standard drill will increase time to approx. 10 min- } STEP 6:' Install the lag bolt into the STEP 7: After bolting TIIeTracG to k utes• See. www.prosolar.com/ roof (cordless impact wrench rec- the roof, slide the upper carriage Uledrill.htm for demonstration. ; ommended) using a Y2" socket into the correct position under the - drive until the lag bolt is seated. DO crown of the tile. NOT OVERTIGHTEN. The sealant should flow outward sealing any - holes made to locate the rafter. •a STEP 8: Replace the tile by lining up the snap lines, the file is now ready to be marked and drilled. STEP 9: Using a 3/8" carbide bit and STEP 10: Insert the threaded shaft a rotary hammer, drill through the through the tile into the upper carriage. crown of the tile at the intersection of Bind two 3/8": nuts (provided) using the chalk line and the reference two opposing 9/16" wrenches and marks. tighten to 14 ft. lbs. Water.flows through the Valley,(lowest'point) of the tile, not the crown .. (highest point), which virtually eliminates any chancebf water leakage through the tile attachment: The crown of the tile is the strongest point and will not break when properly drilled. Avoid attaching/drillirig in the valley of . &tile to prevent water/debris'build-up which may lead to leakage. Page 5 of 7 professional E Tildrac' sow.*produInstallation Manual STEP 11: Apply UV rated sealant STEP 12: Apply UV rated sealant around the threaded shaft and com- around the top of the washer to com- press with a 3/8" washer included In : aplete the waterproof the seal. Now s the kit. The 3/8" box -end wrench can the tile is completely waterproof. be used for this. Step 3b: Attaching/ Sealing TileTrac@ (Composition Roof) STEP 1: Using a precision stud STEP'2: Drill a 3/16" pilot hole to STEP 3: Apply a generous amount finder, locate the absolute center of depth of the lag bolt. of fresh sealant. the rafter. Mark with a crayon/chalk. See section 3a Install Tip for additional ' methods for locating rafters. - r--r.••.� w' .d..r..t .� 34 y,_ ••4. .. ..p„ w .. -•w-' .�...�.. _ � �..w .'.,. ... r e ..-w.. � ......+rh -... 1 ..r o. . Use of a 1/4" carbide tipped drill bitfcr bre6kin91 Roofing masticjsealanmust be ap- 't'through the rough composition shingle surface: only (not for pilot hole) will avoid premature pilot plied per' manufacturer s specifics- 4 r tions. Masticjsealant should be fresh hole drill bit.wear. The use of two drills -66e for breaking through'surface, one for pilot hole drill- : � � and applied at room temperature, as necessary• -Ing-4o decrease drill time is recommended.. - _ • - '• ' l1 - .. �..•.:'L..1i.3 i'.`-.3-_� •.- - -.:.C. . v r....r ... t`1.. -..r ..... .. - .. _ _ _ a. Page 6 of 7 4., STEP 4: Install the'lag bolt and STEP 5: After bolting TileTrac® to STEP_ 6: Thread the short cup head washer into the roof (cordless im- the roof, slide the upper carriage stud into the upper carriage with a pact wrench recommended) using into the desired position. hex key and tighten to 14 ft/lbs. a W socket drive until the lag bolt The riut/washer combination will is seated. DO NOT OVERTIGHTEN. f be installed after the support rail is The sealant.should flow outward in place. sealing any holes that were made .. ao locate the rafter. Repeat steps 1-6 until all TileTrac® attachments are installed, then refer to the RoofTrac® installation guide for the support rail and mod- ule clamping installation steps. Step 5:,Clean up /-Quahlnspection Clean-up: Make surein a II s�taatio c installation n crew - ' members on the roof are mind - Account for all tools and clean area as necessary. ¢ ful of protruding roof attach- - Quallty Inspectlon: ments to prevent tripping. All • • 4 installation crew members lk shouldutilize proper safety Contractors are advised to perform a final attachment' - } when installing a equality inspection prior to installing the RoofTrac® t .. - ,equipment � solar system. mounting system to ensure all attachments are properly , fastened. A ` ` 4 Page 7 of 7 Rev 112810 y Party lielrac ® Tested 4,500 lbs tTrljf, 104d Potent #5,146,029 • • 1'1°° lbs roof rested Tile Roof Structural.Attachment NEWS STAINLESS S T EEL TILE FLA S ING t patented TileTrac© attachment allows for a structural roof rafter connection with optimal chment stud location adjustability. Design results in the best looking systems in the industry. TileTrac for s -curve Tile Trac " for flat concrete file concrete tile (6" Tall Threaded Stud) I •..� 0" Tall Threaded Stud) Aa ! ce�;it V '�' �x ' � � •'�V. Part # TT -18-T6 Benefits of TileTrac- • Easiest and lowest cost waterproof file roof • Includes Stainless Steel the flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag • Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength 3^d party lab waterproof and load tested • Large roof surface contact area evenly. t • Compression sealed at undedayment and top distributes load of tile The TileTrac• .Design Structurally attaches to roof rafter and allows the rat) attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. Without TileTrac` With TileTrac® L / Sealed J f 0 �3 E Rafter Not strudvralty attached to the ratter water Flows Crown i , in the Vall of the Tile of the Tile (optimum) Support oull Support Rail Benefits of TileTrac- • Easiest and lowest cost waterproof file roof • Includes Stainless Steel the flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single lag • Aluminum and Stainless Steel components for bolt design maximum corrosion resistance and strength 3^d party lab waterproof and load tested • Large roof surface contact area evenly. t • Compression sealed at undedayment and top distributes load of tile The TileTrac• .Design Structurally attaches to roof rafter and allows the rat) attachment stud to be located at the strongest point of the tile (the crown) where water does not flow. Without TileTrac` With TileTrac® L / Sealed J High Point/ Rafter Not strudvralty attached to the ratter water Flows Crown Sealed at top of tits in the Vall of the Tile of the Tile (optimum) Support oull Support Rail jL 11\ I L / Sealed J i TileTrac® assembly Rafter Not strudvralty attached to the ratter at underlayment structurally r Rafter attached to the raker histallation steps jor both s -curve and Fact concrete tile* STEP 1: Seled a tde in the area of the roof rafter. Drill 3lik..941 hole. s Step 1: Seal the initial the nail hole. Using a 3/16' drill bit and drill guide (FArill), drill pilot hole - along the rafter center Ns r' Step k After bolting the base to the roof, slide the upper carriage into the correct position under the crown of the file. For Hat tile, slide the upper carriage new the middle of the tide. STEP 2: Remove the file by pushing and palling. b is usually held in place by a small nail. Step S: Insert the log bob and washer through the McTracm and apply fresh compatible sealant to the base. Step 8: Replace the file by lining up the snap lines end mark the drill location accordingly. STEP 3: Using an electronic stud finder (recommended), or other means, locate the rafter ceder. Mark a reference point on the Glc ohm Step 6: Usurg a 1/2" socW, install the lag bob until seated. Do not overtighten. The sealant should flow outward seating any boles. pk e5 Us a Ro Nothit er drill -for o 5 sei °d drill fine:= = Step 9: Using a 1/2' carbide drill bit and ROTARY HAMMER DRILL in hammer mode, drill through the tile. See online video at www.prosolar. com for details. U /S' nuts tO�toopp fo ioof'work E { f Step 10: Insert threaded stud through the and hand4ighten Step 11: Unbind nuts and remove from stud. Apply Step 12: Fasten rail with lower and upper to empge with hose. Bind two 3/8" nuts (included) using sealant around stud at tile opening and compress 3/8" nuts/wbshers as shown. 9/16' wrenches and tighten. with winless Steel fbshing (included) until seated. *Not recommended For clay or slate fifes. ©Professional Solar Products, Inc. Mar. 2011 • TileTrac"is a registered trademark and covered under Pat. #5,746,029 Product. Data. Sheet D223NRB Safety Switch, 1 OOA, 240VAC, Fusible, General Duty, 2 -Pole . Technical characteristics a SC7LJARE D by Sth elder Electric List'Price $320.00 USD Avallability Stock Item: This item is normally stocked in our distribution facility. Ampere Rating 100A Action Single Throw Approvals UL Listed File: E2875 Height 4 - 17.50 Inches Enclosure Rating ~ _ - NEMA 3Ry Enclosure Material Galvannealed Steel Factory Installed Neutral, Y Yes — - - EnclosureType Rainproof and Sleet/ice proof (Indoor/Outdoor) Fuse Type Cartridge (Class H, K,.J or R) Disconnect Type Fusible Depth 6.50 Inches Number of Poles 2 -Pole Maximum VoltageRating ' 240VAC Terminal Type - - - _Lugs Short Circa ft Current Rating, _ 100kA (max. depending on fuse type) Mounting Type - - - -. - - Surface Type of Duty General Duty, Wire Size - #12 to #1/0 AWG(AI) - #14 to #1/0 AWG(Cu) Width 8.50'inches ShibD!ha and Orderin Category 00106 - Safety Switch; General Duty, 30 - 200 Amp, NEMA3R Discount Schedule - - DE1A Article Number 785901460701 - PackageQuantity .- Weight - 15.46 lbs. Availability Code S Retumabllity Y As standards, specfications, and designs change from, time to time, please ask for confirmation of the. information given in this document. Generated: 03/12/2009 14:45:04 02008 Schneider Electric. All rights reserved. Schneider 1 jgElectric SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC -1 Top momIting ps L�.d Module I • .' r ._ T -bolt Nib d.u.4rWov2. CPU CIgroundfng UGC -1 a n' o top moUGingslot mil.s P 7brque mDdufes in place on top of c nfo to clip- Nibs walpenetmte mfl anod- ul SokmWd ser - - — featfan and awte groundhWiath through mil (see pig. 3, mverse side). SolorMount® rail (ony type) L. WEEBLug t Stainless Steel Hat PW. 27. Insertbolt fnthe aluminum nail or through die clearance hole in the stainless steel flat washer. Place the stainless steel , flat washer on the bolt; oriented so the dimples will contact the aluminum rail. Place the bugportlon on the bolt and stainless steel flat , washer.Install stainless steelflat WEEBLug' washer, lock washer and nut Tighten the nut until the dimples are completely embedded into the rail . +. and lug. The embedded dimples make a gas-tight mechanical connection . J Washer (WEEB) and ensure good electrical connection between the aluminum rail and the s hug through the WM.. �,. � ~ ount®raH Clips acid tugs are sold separately... .+s (any type) Figure 28. UGC -1 layout for even. and odd number of modules in tow. `X" denotes places to install UGC -1. Even Number of Modules in row •as RAC IPu00413-2cc � rH 2010 on 0 2010 by Unirac, Inc. A HILTI GROUP COMPANY All rights mserved.