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BSOL2015-0175y 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 I Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: ANTHEM MECHANICAL 53-800 POLK STREET COACHELLA, CA 92236 T,d4t 4 4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2015-0175 81930 EAGLE CLAW OR 764510012 2.5kW PV SYSTEM - (10) 250W PANELS/(10) MICROINVERTER $22,000.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: A, B. C20 License No.: 1001659 Dat 0749/ 5 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or'improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( ) 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 Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/29/2015 Owner: DIANE LASSON 81930 EAGLE CLAW DR LA QUINTA, CA 92253 `-' 0 m • m O � b Contractor: m p CL`j ANTHEM MECHANICft, 53-800 POLK STREET� rV O COACHELLA, CA 92236 (760)469-2525 Llc. No.: 1001659 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 th 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:- Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. O Date: G/9/ z fl//S Applicant: v WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official 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 city to enter upon the above-mentioned property for inspection purposes. Date: d' Z -' Signature (Applicant or Agent) ?�1 -1y DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:' $1.00 $0'.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT _' PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY. METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $48.34 $0.00 -DESCRIPTION:'ACCOUNT QTY AMOUNT PAID. PAID•DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:•0 a.. Description: 2.5kW PV SYSTEM - (10) 250W PANELS/(10) MICROINVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 9/11/2015 SKH Approved: 9/29/2015 LUR Parcel No: 764510012 Site Address: 81930 EAGLE CLAW DR LA QUINTA,CA 92253 Subdivision: TR 30023-5 Block: Lot: 25 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $22,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 9/22/2015 Details: 2.SkW SOLAR ARRAY - (10) SOLAR WORLD PLUS SW250 W/ (10) ENPHASE ENERGY M215-60-2LL-S2X 215W -AC MICROINVERTERS [162SF] 2013 CALIFORNIA ELECTRICAL CODE. Printed: Tuesday, September 29, 2015 3:10:02 PM 1 of 3 SYSTEMS CHRONOLOGY CHRONOLOGY, TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE MARY FASANO 9/22/2015 9/22/2015 APPLICANT BROUGHT IN 3RD SET OF PLANS AS REQUESTED BY LUIS PLAN CHECK PICKED UP MARY FASANO 9/17/2015 9/17/2015 PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 9/18/2015 9/18/2015 RECEIVED TELEPHONE CALL LUIS URIBE 9/17/2015 9/17/2015 CONTACTED JESUS LET HIM KNOW 1ST REVIEW IS COMPLETE AND READY FOR CORRECTIONS. TELEPHONE CALL LUIS URIBE 9/29/2015 9/29/2015 LEFT A MESSAGE FOR JOSE, PERMIT IS READY TO BE ISSUED. CONDITIONS Printed: Tuesday, September 29, 2015 3:10:02 PM 1 of 3 SYSTEMS INSPECTIONS Printed:. Tuesday, September 29, 2015 3:10:02 PM 2 of 3 Cj? EAjF SYSTI MS ADDRESSi CONTACTS CITY STATE ZIP PHONE FAX EMAIL NAME TYPE NAME APPLICANT. ANTHEM MECHANICAL 53-800 POLK STREET COACHELLA CA 92236 (760)564-4307 CONTRACTOR ANTHEM MECHANICAL 53-800 POLK STREET COACHELLA CA 92236 (760)564-4307 OWNER DIANE LASSON . 81930 EAGLE CLAW DR LA QUINTA CA 92253 (760)564-4307 INSPECTIONS Printed:. Tuesday, September 29, 2015 3:10:02 PM 2 of 3 Cj? EAjF SYSTI MS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC. Total Paid for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 INSPECTIONS Printed:. Tuesday, September 29, 2015 3:10:02 PM 2 of 3 Cj? EAjF SYSTI MS 2ND BLDG NS (1I LUIS URIBE I 9/18/2015 I 9/25/2015 I 9/29/2015 I APPROVED I I WK) BOND INFORMATION Printed: Tuesday, September 29, 2015 3:10:02 PM 3 of 3 SYSTrMS Bin Permit ##78-495 `` Project Address: l'15 City of La Quinta Building &r Safety Division Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet r Owner's Name: D� ' A. P. Number: Address: / O Legal Description: City, ST, Zip: G�4 z Z 53 Contractor: Telephone: Address: G0 Project Description: City, ST, Zip: t10 //WK 1/ G Z Z SeS TelP e hone: O Z 7 Z / State Lic. # : (jam 'City Lie. #.: Arch., Engr., Designer: Address:' City., ST, Zip: Telephone: h one: Con tr ucti n TY Pe: Occupancy: : State Lie. # Project tYPa (circle one • e Add Alter Repair r De m 0 Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: 6 — E; timated Value of Project: ZZj 04 0 APPLICANT: DO NOT WRITE BELOW THIS LINE q Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontact'or List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'rd 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 TITLE VICINITY MAP 1 :� 5 } t ,,` ► ', + t 4. ��1 , ' ij ! ASSESSORVS PARCEL NUMBER (APN) #764510012' �? ..+.-.' .`mss • y ,. }. It �►;: .�, 11 mill Diane Losson 81930 Eagle Claw Dr. La Quints, CA 92253 SOLAR WORLD SUNMODULE PLUS SW250 (250W) 65.94 x 39.41 x 1.22 in (1675 x 1001 x 31 mm) 46.7 lbs 21.2kg) ALL EMT CONDUIT TO BE PAINTED TO MATCH DWELLING. THIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA BULDING CODE PARCEL # 764510012 SOLAR WORLD SUNMODULE PLUS SW250 (25OW) 65.94" Point Of beginning SCOPE OF WORK 1. ONE (1) 2.5 KW ROOF MOUNTED SOLAR SYSTEM TO BE INSTALLED BY CONTRACTOR, ANTHEM MECHANICAL. 2. SYSTEM IS MADE UP OF (10)SOLAR WORLD PLUS SW250 (250W) PHOTOVOLTAIC MODULES (10) Enphase Energy M215-60-2LL-S2X 215W -AC microinverters. MOUNTED TO UNIRAC RAILS AND PROSOLAR TILE-TRAC STANCHIONS SUPPORTS. 3. ROOF IS: CONCRETE TILE. 4. ALL ELECTRICAL WIRING AND CONDUIT SHALL BE PER SINGLE LINE DIAGRAM. S. PROJECT SHALL COMPLY WITH THE 2013 CBC WHICH ADOPTS THE 2013 IBC, THE 2013 UMC, THE 2013 UOC &THE 2011 NEC. 6. ROOF COVERAGE SHALL BE DESIGNED, INSTALLED & MAINTAINED IN ACCORDANCE WITH THIS CODE. THE MANAFACTURERS INSTRUCTIONS & SHALL SERVICE TO PROTECT THE BUILDING AND/OR STRUCTURE PER CBC 1502 7. THE CONTRACTOR, ANTHEM MECHANICAL SHALL CONFIRM THE INSTALLATION OF BOTH THE FIRE SMOKE ALARMS AND CARBON MONOXIDE ALARM PRIOR TO SCHEDULING FINAL INSPECTION OF THE (PV) SYSTEM. - ANTHEM MECHANICAL SHALL ARRANGE ACCESS FOR THE INSPECTOR AT THE TIME OF FINAL INSPECTION OR PROVIDEDA COMPLETED AFFIDAVIT FROM. THE OWNER CONFIRMING THE INSTALLATION. SMOKE & CARBON MONOXIDE ALARM & NOTES Monument #1 Starting at the Point of beginning and moving due north for 108 feet. Monument #2 Due East - 56 feet Monument #3 Traveling due West for 56 feet to the point of beginning(POB) CODES: 2013 CALIF. BUILDING CODE 2013 CALIF. PLUMBING CODE 2013 CALIF. RESIDENTIAL CODE 2013 CALIF. ENERGY CODE 2013 CALIF. MECHANICAL CODE 2013 CALIF. ELECTRICAL CODE PHOTOVOLTAIC EQUIPMENT: SHEET TITLES: SHEET NO DESCRIPTION PV -0 TITLE PAGE & NOTES PV -1 SITE PLAN PV -2 ELECTRICAL PV -3 ROOF LAYOUT & WARNING LABELS PV -4 CUTSHEETS (INVERTER/MODULES/GROUNDING) PV -5 CUTSHEETS QUICKMOUNT FOR COMP SHINGLES) (10)SOLAR WORLD PLUS SW250 (250W) PHOTOVOLTAIC MODULES (10) Enphase Energy M215-60-2LL-S2X 215W -AC microinverters. TOTAL SYSTEM KW: 2.5, MODULES AT 14 DEG. TILT, (10) MODULES @ AZIMUTH: 180 DEG. LISTED BY UNDERWRITERS LABORATORIES FOR ELECTRICAL AND FIRE SAFETY (CLASS C 1. NOTE: NO DISCHARGE OF ANY POLLUTANTS TO ANY STORM DRAIN SYSTEM. CITY O F 1A QUINT 2. THIS PROJECT SHALL COMPLY WITH THE 2013 CBC, CMC, CPC & CEC. ' v /� 3. ALL MODULES SHALL COMPLY WITH U.L. 1703 BUILDING & SAFETY DEPT, 4. ALL INVERTERS SHALL COMPLY WITH U.L. 1741. 1 A t, r-%.-% --�. .- _ 1. LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION. 2. NO SHEET METAL OR TECH SCREWS SHALL BE USED TO GROUND DISCONNECT ENCLOSURE WITH TN -PLATED ALUMINUM LUGS. GROUNDING /GROUND BAR KITS SHALL BE USED. 3. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE U.L. LISTED RAIN TIGHT & SHALL BE APPROVED FOR WET LOCATIONS PER (NEC 314.15a) 4. ADEQUATE SPACING SHALL BE MAINTAINED BETWEEN ANY PLUMBING VENTS EXTENDING THROUGH THE ROOF AND UNDERSIDE OF THE PV PANELS. S. SEPARATION DISTANCE FROM ROOF TO BOTTOM OF PV MODULES SHALL BE A MINIMUM OF 4". 6. GROUNDING BUSHING ARE REQUIRED AROUND PRE -PUNCHED CONCETRIC KNOCKOUTS ON THE DC SIDE OF THE ELECTRICAL SYSTEM (NEC 250.97) 7. BACK -FED CIRCUIT BREAKERS MUST BEAT THE OPPOSITE END OF THE BUSBAR FROM THE MAIN CIRCUIT BREAKER OR MAIN LUGS SUPPLYING CURRENT FROM THE UTILITIES. 8. ALL CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT. 9. NO BUILDINGS, PLUMBING OR MECHANICAL SHALL BE COVERED BY THE SOLAR ARRAY. GENERALS NOTES: By ----Z- - 10. Y2- 10. SMOKE AND CARBON MONOXIDE ALARMS REQUIRED BY CRC R314 & R315 11. THIS PROJECT SHALL COMPLY WITH THE 2013 CRC SECTION R331 R331.4. FOR ACCESS AND 36" PATHWAY FOR THE PV ARRAY. 12. OVERCURRENT DEVICES SHALL BE SIZE TO CARRY NOT LESS THAN 1250/0 OF THE MAXIMUM CURRENTS AS CALCULATED IN 690.8(A). (CEC 690.8(B)1)) 13. MEANS SHALL BE PROVIDED TO DISCONNECT ALL CURRENT -CARRYING CONDU- CTORS OF A PHOTOVOLTAIC POWER SOURCE FROM ALL OTHER CONDUCTORS IN A BUILDING OR OTHER STRUCTURE. (CEC 690.13) 14. CIRCUIT CONDUCTORS SHALL BE SIZE TO CARRY THE LARGER OF 125% OF THE MAXIMUM CURRENTS CALCULATED IN 690.8(A) WITHOUT ANY ADDITIONAL CORRECTION FACTORS FOR CONDITIONS OF USE OR 100% OF THE MAXIMUM CURRENT AFTER CONDI- TIONS OF USE HAVE BEEN APPLIED. CEC 690.13) 15 CONDUCTORS INSTALLED WITHING RACEWAYS LOCATED IN WET LOCATIONS, ITHER ABOVE GROUND OR UNDERGROUND, SHALL COMPLY WITH 310.8(C). (CEC 300.5(B) 16. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING, RESEDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, AND GREEN BUILDING CODES AND . THE LA QUINTA MUNICIPAL CODE. M"4 c..,oir t' -I -A c6c �qo. Y �I �,d cE�. y(F) L49.411M.1 All work shown on this drawing set shall be installed by undersigned CaTdBmia contractor. Anthem Mechanical Customer Information Drawn By: Francisco Rosas 7.>V. Signed: Date: 0 9 L! /S V1 ME WM4, THEM 53800 Polk Street. Diane Losson Californi i e se # License Class Expiration Date Date: 9/17/2015 1�rJ;� Coachella, CA 92236 US 81930 Eagle Claw Dr. 1001659 A,B,C-20,10016 3/31/2017 1 www.anthemmechanical.com La Quinta, CA 92253 Scale: NTS AZIMUTH : 180 DEG. ROOF SLOPE : 18 deg. ROOF COMPOSITION: CONCRETE FLAT TILE This is a 2.5kW/DC Solar Electric System using (10) SOLAR WORLD SUNMODULE PLUS SW250 (250W) PHOTOVOLTAIC MODULES MODULES GRID INTERTIED VIA (10) Enphase Energy M215-60-2LL-S2X 215W -AC microinverters (1) STRING OF 10 SOLAR WORLD SUNMODULE PLUS SW250 (250W) 65.94 x 39.41 x 1.22 in (1675 x 1001 x 31 mm) 46.7 lbs 21.2kg) ALL EMT CONDUIT TO BE PAINTED TO MATCH DWELLING. THIS PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA BULDING CODE ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING, RESEDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, AND GREEN BUILDING CODES AND THE LA QUINTA MUNICIPAL CODE. SOLAR WORLD SUNMODULE PLUS SW250 (250W) 65.94" 39.41 " +� THEM SIT (5) ]-box —\ EMT CONDUIT AC Disconnect EATON DG223URB 30 AMP NEMA 3R RAIN PROOF MAIN SERVICE(200A) a� c 2 a Properly Line All work shown on this drawing set shall be installed by undersigned California contractor. Anthem Mechanical I Customer Information 53800 Polk Street. Diane LossonSigned: ` Coachella, CA 92236 US 81930 Eagle Claw Dr. California www.anthemmechanical.com I La Quinta, CA 92253 M (10) Enphase Energy M M215-60-2LL-S2X 215W -AC microinverters M (10) SOLAR WORLD SUNMODULE PLUS SW250 (250W) PHOTOVOLTAIC MODULES ATTACHMENT POINTS 48" OC MAX Date: # .,7'Liee5hse Class Expira CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE (0f115 BY Drawn By: Francisco Rosas Date: 9/17/2015 Scale: NTS 1 L P V 3 Fire Walkways Driveway 81930 Eagle Claw Dr. All work shown on this drawing set shall be installed by undersigned California contractor. Anthem Mechanical I Customer Information 53800 Polk Street. Diane LossonSigned: ` Coachella, CA 92236 US 81930 Eagle Claw Dr. California www.anthemmechanical.com I La Quinta, CA 92253 M (10) Enphase Energy M M215-60-2LL-S2X 215W -AC microinverters M (10) SOLAR WORLD SUNMODULE PLUS SW250 (250W) PHOTOVOLTAIC MODULES ATTACHMENT POINTS 48" OC MAX Date: # .,7'Liee5hse Class Expira CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE (0f115 BY Drawn By: Francisco Rosas Date: 9/17/2015 Scale: NTS 1 L P V SINGLE L RAWING ARRAY J -BOX INVERTERS SUB -PANEL AC DISCONNECT MAIN SERVICE (10) SOLAR WORLD SUNMODULE PLUS SW250 (250W) PHOTOVOLTAIC MODULES. J -BOX I I I AC Disconnect MAIN I I SQUARE D DU222RB UNFUSEI I I (10) Enphase Energy M215.60-2LL-S2X 215W -AC microinverters I 30 AMP NEMA 3R RAIN PROOF 10 SOLARWORLD SUNMODULESMPLUS ( ) SW250 (250W -STC photovoltaic modules) I I ]-BOX (3) #1 THHN-2 Nominal output current: 0.9A I Nominal voltage: 240vac (1) #8 n I in (1) parallel strings of (10) each I 3/4" S 10 #10 THH 2Maximum units per branch: 17 I I I Existing 200A, 2 pole, mainservice breaker(busbars rate for 200A) 240V ENPHASE END CAP I I I I I I I I I I III II M electric service from J -BOX 3-8 X ----------- - - - ------- -'-� -J -B-OX�_J "BO" --III II � -2 -2 (3)#10THHN(3)#10THHN I (1) #8 Gn utility I (1) #8 Gn 3/4"' EMT conduit I 3/4"' EMT conduit I I (3) #10 THHN-2 1 3/4" FITS 10 #10 THH-2 I 3/4" FITS 10.#10 THH-2 I I r I (1) #8 Gn I I I For Each Module: I I 3/4"" EMT conduit I e I 3/4" FITS 10 #10 THH-2 I Voc = 37.8 VDC Vmp = 31.1 VDC Isc = 8.28 A' Imp = 8.05 A I I I I r I I I____�-___ (15A) 2P backfed 15 circuit breaker Modules and racking system grounded using __-__----_ _ _ _ _ _ ____, r _L________________ -__-_--____i__-___________.__----__-_--_1-__ --___ Wiley Electronics LLC WEEBs and WEEB-Lugs I I I I I NOTES: Using ASHRAE High Temperature Data and Roof Temperature adjustments. CUSTUMER PANEL EXISTING 1. NET SYSTEM INFORMATION:Ambient Temperature = 29"C GROUND BUS BAR LIFER GROUND INVERTER MFG & MODEL NO: (10) Enphase Energy M215-60-2LL-S2X Table 310.15(B)(3)(c), 3.5-12 inches off roof =17 *C temperature increase Effective temperature = 29*C + 17*C = 46*C MAIN SERVICE EFFICIENCY RATING: 96.0% PV MODULES PER UNIT: 1 Table 310.15(13)(2)(a), 90*C temp. Existing 200A, 2 pole, mainservice b et axs a e 2. THE SYSTEM IS A NEGATIVELY GROUNDED ARRAY. column at 61 65*C = .82 correction factor 200 X .2 - 200A = 40A 1" Table 310.15(B)(3)(a), 4-6 conductors = .80 correction factor 40A OK BUILDING & SAF3. 7T. WIRE AND CONDUIT SIZES ARE AS INDICATED OR LARGER. •JA �wP�O4. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY GROUNDING CONDUCTOR. FOR CONSTR S. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG �" �- COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. DATE / BY ARRAY TO MAIN PANEL 6. ALL MARKING SHALL BE WHITE LETTERING ON RED BACKGROUND, WIRE SIZING CALCULATIONS Derate Ampacity = 90deg Rating of Conductor So that, Derate Ampacity > Continuous Current ALL CAPITALS, ARIAL OR SIMILAR FONT, NON -BOLD, 3/8" MINIMUM (T-310.16) x 90deg Temp Correction Factor 20.8 A> 11.25 A>> OK LETTER HEIGHT, REFLECTIVE, WEATHER RESISTANT MATERIAL. AC SIDE: (T-310.16) x Conduit Fill Factor (T -310.15(8)(2)(a) And, Derate Ampacity > Overcurrent Device Rating Continuous Current = Imax x 1.25 = 40 A x .65 x .80 = 20.8 A (use 10 AWG) 20.8 A > 15 A >> OK 7. THE LOAD CENTER WILL BE CLEARLY LABELED WITH SIGNAGE = .9 A x Number of Modules x 1.25 = x A SAYING: = .9 A X 10 = 9A OCPD CB (15A) PER STRING =.9 AX10X1.25= 11.25A THIS PANEL IS FED BY TWO SOURCES: SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES Max AC Operating Current: 11.25A Operating AC Voltage: 240V 8. PROVIDE MARKING FOR ALL CONDUITS AND CABLES, ENCLOSURES, JUNCTION BOXES, ETC. INDICATING THAT THEY ARE PART OF A SOLAR PHOTOVOLTAIC SYSTEM: All work shown on this drawing set shall be installed by undersigned California contractor. Anthem Mechanical Customer Information Drawn By: Francisco Rosas :>v T H E M 53800 Polk Street. Diane Losson signed ate �� Date: 9/17/2015 ® Coachella, CA 92236 US 81930 Eagle Claw Dr. California License # 1001659 -,"License Class Expiration Date A,B,C-20,10016 3/31/2017 www.anthemmechanical.com La Quinta, CA 92253 Scale: NTS STATIC LOAD TEST VINCI & ASSOCIATES Structural Englnctss CUDrP. Professional Soto ProduW, Ins. 1561 S. Rose Ave., Dated. CA 03033 Tat 805486-4700 Subject Static load test results for the following: MowtctS�tw atidrr,un Fnlm ktaxa¢nn Frtma latl F4iinknl Wftl Speen ten®h• .) wimn• pnJ pbf/fl Nroel" Rdo,mc° 65(77'•) 40 1. 55 1 135(115••) TESTSETIP (u altown M al aemd drMng date* Three modules, as specified noth e, were bolted to 136'x25'415' Professional Solar Products IPSP) patented Rondos* support refs using an ossemiuyof 5/16' Stalnless Steel (55) b0lts.SS rock washersand Wtlpctary aluminum clampsaM inserts. The Rlldlmc` support raA was attached to tib PSP acenTot'O stnxiuml attachment dwco with a 3/6' SS nut aro 5S wasnerat su atlachmOm Points the setup was attached to 2'x6' woodon raftas using 5/16' , 3.1/2' SS lag butts. The 0aachmenl spare Consisted of 46' front to rear with structural attachments spaced 48' on Center. TEST PROCEDURE (As shown N amdmd drew§hgdetaff): The test sot up was top basad to 55 a/hr. The sclup mmalned loaded for an approximate callotl of 30 minutes. The maximum deflection and any signs or permanent deformation were recorded. the test setup was then mwrted and loaded to simulate the uplift whdNcn. The test set up was re -loaded to 55 Ib/nr. he setup remaned Waded for an appwmmte mod of 30 mmules the maximum def ecinn and arysignsof O'nar cm datormatbn wCm raeprded. TEST RFSULIS: The maximum top idea deflection was recorded at OA69-, with no permanent defOrreatta,h. The maximum uplift deflection was recorded at 0.313'. with no permanent deformation. Trip document Certlfbs the RoofTrocr Metmir g sysam used with modules. as specified save, wilhsiand me stated static ofesVro bad. caui7alenl to No staled wind Apollo.". the ram ml'ulysyslem IY1Hmmed as e.pWerl. Sinwroly. James R. Vinci, S.E 1tb wOma4R�!pPt •awe eel ftnnb ymaweh ra.lxplltldwu00,haerKanenwam b rc4a salvia amlem In /Pa noon. Tm rams a colo hes pnrpdwa Bawldme, 14—sea taxi tem,4treafwadeasex"Mo'aeinIatotatwpxw0eimux,detlYwns. Nita64,aainp Nle x91 }ClDdnae vaJ2aW6a aarxrpul Uta m°wdw2 a}fiwa b wwate0 n agadaa w tip w.'i0etltet ttpdM1 sawprnl emmaax: Lag Wm etadlaw shoed ro l e.W .Mflea cocoa M rite W.M—ywctn, A 5/16• atIX4rNara a Y16' planes R beta rp.NClWdt) d aabstdln rolmwd a prWd ntadstye 6 enPo tet—enle—W a tM'02, reRueem KCaey OaeM lelro ma ai emei rmW aaemaeandalbmenr•InILTe,iyrrya prdrdla stamp• Ira p lixxxe 1.uag%sa- axe 0e it. W. —I. m th"Im 41 a""ep.e e4ae,fa turV'M aawhsa.RC411pRCw9exwwbanwy ben9nwdm ipa, auastrrwe ooHN9k0eR00f a aeIM.91,xn •'•✓16.moaa taw. aWraa.Pn hmm� 9aeowa rots m.mm�a3 Moasuew�mo eemwsem+eerw .� aNmuma Ylxa:•3at9n A6vnlna am0afa rorc 3. (Lam 3ideMed Vw spa Ynwdy 4'4'srnaienu+m amwdae roa't / ro anwww+rr,ewwamawx mmw wrwuru+uaa....ef fr.nw_�_ •••• N;:.^: Le.OIAPt rows!' � itttnC� Ileprmlawarl rdnmiolawtdtl nit Ifmsalm ctmca,4n level awartatkow taxa MI tare weer.-ure — •.W,A. atwmint w:wh safes wtoxcauoee em vauroloult,03 a "oakM. act nbrCN b as n www kwean..we,aw datim.a Yra.wa—J.m bio epoeae tan 0. aaa—liuw .—C' as20IZ1OClMI3jca%ra rt•.40' mpaM.—*,-,.aW epees Oewafto ll]mpw - • • Moawrosa16a,6',99.1' ... •Eft pmts bio mists 30 *,It'OOed w1.5 aerar dean.(201IVn' fa 1T, 40' module 1337 U. Thuuraed Oaks wird, St, Its • Thou ... d Oake, CA Page t of 3 UniRac ENLARGED PARTIAL ROOF PLAN DETAIL Total module (45 last Ca.) I ss psi and mil (10Iaa ea) weight: 155 lbs Number of attachments; 6 ea(�+1� Weight / attachment point: 26 IDS Area: 54 R: !•—ry-l.�.� Distributed weight: 2.9 IN R Top Wad Donaction: 0.469" .� Stas Max holt 2nramal 5/16• Slalnless Steal Lock Washer ProSolar Aluminum le Clamp I Inter-ModulegamD • i� -• 1 lJ�, i Aluminum ProSOLv Uplift Deflection: 0.313" rLi •,.�--� Channel Nut 1 Aluminum ProSotar Roon raciD Support Rail y ~1 3/8' Stainless Steel Hex r Bdl and Flat Washer AbunWan Pm.Slser netemerl I / J FasWarh94 Rol( Atrarhmtru' fP •�— 5116. Stainless Steer Lag Bon 1 and Flat Washer • `s3' twus:eawwwnenxnmsoa mamrecw.doy Pbksaknd sdn Aoouco ROofTraC° aadwneraalyda•.rah.d•.em rued•tap as mwwwdm,lm eb.>z:..r. Solar Modules PmkxcQaxISdbratpata 3P=ff0er ft -43610.491 Static load test pmowut mxrmp yMem Page 2 of 3 RT—4 ProSolar Tile Trac with 6" standoff (spaced up to 48" O.C.) :ovoltaic Module LAIJIII 119 L A -T 101 lGl t AVI�r. +I! II1 II! I FastJackO 2X bracket only to be used between hfo rows of modules to maintain approx. 48'upper to lower Roorlrlco support roil spacing I I 1 1 1 r I 1 1 A III I III I II? �l i r Ula- LA QUINTA BUILDING & SAFETY DEPT. STRUCTION DATE 2Y I By !C� AIC REQUIREMENTS PER CALIFORNIA ELECTRICAL CODE ARTICLE 690 I.EC 690.14(C)(2) 4.24 X .97S' CALMON: SC 'P CIl1QITT PLEACEON: STICKER LOCAIEU EVERY 10-ONEMTODIMT I >CX— Area = Fits Is. 2X bracket �... 18 flf each Assembly side view •pvro, zo•m.x l._•l ow WN 4a• ••Disse slBn nxmrwgwiln 491 nmacptvry �"•••• •••"••'••'•� onotlso xtsowriene.Roomoc parses636d.pr Static load test Pmtnwnak-01xynem Page 3 of 3 RT—4 your SOLAR MODULE MOUNTING DETAIL Photovoltaic Module Concrete Flat -Tile 2" x 4" Rafters, -16" O.C. UniRac Rail (spaced @ 16 V.%-.) All work shown on this drawing set shall be installed by undersigned California contractor. Anthem Mechanical I Customer Information T H E M 53800 Polk Street. Diane Losson Signed: Coachella, CA 92236 US 81930 Eagle Claw Dr. CaliforrY _ 2 A� www.anthemmechanical.com La Quinta, CA 92253 '— ProSolar TileTrac with 6.' standoff (spaced 48" O.C.) 5/16" X 3 1/2" SS lag screw Date: icense License Class Expiration Date 1001659 A,B,C-20,10016 3/31/2017 WARNING ELE � _I H c.AP D �Ih T O "-R�I IIIA. TER61;f13 t GTI tic it L D li•E51A B_'cf1Ei?-GI=E 4?ME 'EII �ITIO WARNING EG Rf ^=AFD r H I�F,�nral. TEk tllfA I'� Trl7l!iGIZE b s DE 6 ENE GIZE Ill c F'Et I 1 I X WARNING 11 .EPTF. F 11t E TIO F TFiTH1 `c FFE T F I0I CE i_ 4"X.979* WARNING 1s. ;E JJLSEC0NC-S0L1RCErIS-PV-SYSTEM I PLEAMON: MAINSI:RVRF I PHOTOVOLTrA-I111 A amC DC DISCON N E - Ir X .675' WARNING E EC, PI A APD ( F'C$/IID FAU 1 IIIC'rIt ATE II F 11GFyyF f[J6E u11, Go A E I GRl3llI,DEC EllEPGIEE GROUNDED SYST6tt4 4" X.979* WARNING Sag i y4'A,D Tnt'D c t(�yVt-i"aE:F�I'HI N TG!'6L1'AtGSY�y l�i'E UIIGP / p= I u,"Mo12.0ED SYS1at5 I PHOTOVOLTIA•IC AC DISCONNECT WARNING E FIC g� I I .F UL F.,11 1 JIICI -t E �Rh AL 'IDE I dI Q 'T Ec ,P 1717E I E IEP LE I MALNSMVIF.PAV,q. I WARNING; PHOTOVOLTAIC POWER SOURCE Drawn By: Francisco Rosas Date: 9/17/2015 �/ Scale: NTS MICROINVERTERS FnphaselMicroinverters M215-60-2LL-S22/S23 and M215.60-2LL-S22-NA/S23-NA (Ontario) E.: cc Enphase,,M215 96.3% Maxi ­n input OC voltage The Enphase• Microinveder System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. Peak power tracking voltage The Enphase System includes the microinverter, the Envoy, Communications Gateway.'" and Enlighten,' Enphase's monitoring and analysis software. 16 - 36 V PRODUCTIVE SMART 22 V 145 V • Mtwitxm dxxgy Ixorkiction - Duck and suint, deign, installation. - Reew"ll to dust. rkixfs and shriek tg and ntrxeparrremt Max. input currwlt - Periomwnee rrionilorkV - 24/7 nwlitaing and analysis OUTPUT DATA IAC) RELIABLE SAFE Rated (continuous) output power • systmn m 1411biBry greatrx Otto 99.6% •Low-vtllarp CC Nominal output current - No single point of system fWkxo - Raduled fire ri lc Nominal voltege/rangs Enphose^ M215 Microtnverter // DATA INPUT DATA (DC) M215-60-2LL-S22/S23 and M215.60-2LL-S22-NA/S23-NA (Ontario) Recommended input power (STC) 100 - 270 W 96.3% Maxi ­n input OC voltage 45 V rwss\sexw Peak power tracking voltage 22 .36V _- Operating —,go 16 - 36 V MECHANICAL DATA Min./Max. stmt voltage 22 V 145 V Ambient temperature range Max. OC short circuit current 15 A Operating temperature range (internal) Max. input currwlt 10.5 A Dimensions (WxHxD) OUTPUT DATA IAC) 0209 VAC 0240 VAC Rated (continuous) output power 215W 215 W Nominal output current 1.0 A (Arms at nominal duration) 0.9 A (Arms at nominal el—flon) Nominal voltege/rangs 206 / 163-229 V 240 / 211-264 V Extended voltogehange 179-232 V 206-269 V Nonmetal frequency/range 60.0 / 59.3.60.5 Hz 60.0 / 59.3.605 Hz Extended frequency range 57.60.5 Hz 57-60.5 Hz Power tactor >0.95 X0.95 Maximum units per 20 A brunch circuit 25 (three phase) 17 (single phase) Maximum output fault current 1.05 Armor. over 3 cycla9: 1.04 Anna over 5 cycles EFFICIENCY $P- c us CFC weighted eflicrency 96.0% sw ISO Peak (everter efficiency 96.3% DYE Static MPPT efficiency (weighted, reference EN50530) 99.6% rwss\sexw Dynamic MPPT efficiency (fast Irradiation changes, reference EN50530) 99.3% SolarYfodd Plus -Sorting Plus -Sorting guarantees highest system efficiency. Sola World only delivers Night time power consumption 46 mW modUkC that haw giealer thanor"at tothe namPplale sled powei. MECHANICAL DATA I78A 2S years linear performance guarantee and eetembn of product warranty Ambient temperature range -40°C to r 65°C to loyears Operating temperature range (internal) -40•C to . 65-C SdarVAAld guaranlMs a maximum Peiformarre destessiOn of 07% p.a.:A Dimensions (WxHxD) 17.3 om x 16.4 em x 2.5 crrl (6.6' x 6.45' x 1.0-) without mousing bracket Weight 1.6 kg (3.5 Ibs) WCW Cooling Notice] convection - No lana Enclosure environmental rating Outdoor - NEMA 6 FEATURES Gompatibllity Pain with most 60-0 PV modules Cori --cation Power line Monitoring Freo lifetime monitoring via Enlighten software Compliance UL1741AEEE7547, FCC Part 15 Class 6 CAN/CSA-C22.2 NO. 0-M91, 0.4.04, and 107.1.01 [e] enphase^ E N E R G Y $P- c us PHOTOVOLTAIC Sunmod&7` SW 250 mono /Version 2.0 and 25 Frame wbdd•clatsquality 46% sw ISO Wlyautomated production lines and seamless morldoling of the peeress and material elisne the quality that the company sets as its benchmark fa ®� a.044 seas t 5„ DYE itsvteswaldsvide. rwss\sexw 17Iv SolarYfodd Plus -Sorting Plus -Sorting guarantees highest system efficiency. Sola World only delivers Y. rn, modUkC that haw giealer thanor"at tothe namPplale sled powei. t, I78A 2S years linear performance guarantee and eetembn of product warranty I,� IMA to loyears lgLt rrom SdarVAAld guaranlMs a maximum Peiformarre destessiOn of 07% p.a.:A C L O L knS,r'e4yllyifN171SOI the caurse of 25 years, a siglvfleamt added value climpared to the two-Owse •"""••"" �� WCW warrantees common in the ndustry, In addition. 5ok7rwb1d 6 offenq a product warranty, which has been extended to 10years.' 'n aOaWMl.wih Ili aPpNlUe sda+lVoi b lllrted wvnrylt pxeNu wrw+Glxwudtvly x�.M17 SOLAMRLD wwwsolarworld.torn VYettim sunlight Into power. Sunmodule"' SW 250 mono / Version 2.0 and 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS (STQ' THERMAL CHARACTERISTICS NOCT 46% sw ISO Auainva p— P. MWP OP" d(Qkdrag V. 17Iv AgimwnpwerptdMrah+ee Y. 311V Shatt61u4canrM t, I78A MOteweplwn polttureN I,� IMA Tic aa'whP.7s'c +wn CeRtypt rrom THERMAL CHARACTERISTICS NOCT 46% 4 tt7SWp _ X� -030+41c TC Pa• -0451t,k Op"."lemptutea 40Y14es1c wo•arw�wrwt..wrwya t9sea axrttlex.! n SwM 4 tt7SWp _ T re N6v \I r 1° -.6xIxN —4orN !! —larhr 1° v.nW !e +Nlur fie............................. COMPONENT MATERIALS GhpnnMde m CeRtypt rrom Cddlmmtbm bknF611nIRbxleA%rv+R SW m NALSin.a12 PERFORMANCE AT 800 W/m1, NOCT, AM 1.5 maim—'rie.takwieN SwM A4timmpower ! tt7SWp _ Open dNdl dU§! Y« N6v AUlim0lpawpFhtrdup v,• LSV stpd cuu4 turrnl I 666 A Abaounpowe poitainW Lw 6NA Atiw, 4?x W t n e"ass] wk' px M b.! esJ M•Y N X'C, N i'tlN.id. fSx (•L}IOtsk eAx+ln} Meaw,lay.+aiuKl 'hw'e+F•:;n.vrwswwrx4:a.+iw;mrnrwuA:aadpern COMPONENT MATERIALS GhpnnMde m CeRtypt Marl Aro Cddlmmtbm bknF611nIRbxleA%rv+R fra4 knS,r'e4yllyifN171SOI I+axe Llex fraudAxnPMaO WCW 467'd1D121Rd SYSTEM INTEGRATION PARAMETERS maim—'rie.takwieN 103ov Mir. s}ltemdule U6\wEr b30V AutkmxPm+memRN 16A NixlberNbyrymft6odn I IROed/nINdC Iwolaas}tim In Ptltbwewxd 6l ytvpxxd UIOlugllmde' Ihte radfPOm Wpl dcwnww b pdpadw RCDefp ltadf' TwiNt}1:eP1 Ili plMtnwxl wPfrePra+d 'hw'e+F•:;n.vrwswwrx4:a.+iw;mrnrwuA:aadpern 1•ee W �ixr ADDITIONALOATA how tlWlMet •OWpy'swp R 7be KS Camntsr Aro IAPdatllrNknry IA917\ Fe MApIo1190) 0lsC 1w . nu a s vDgolf7DRAgr v950xsstwAe • (4ngSge NA TopOams' • (ampr.Ue Ndl bOth•IeP3a41t P nelMLlgmcAPm !M'Fdbm'maeeagmNods •:f/Pnr;u;lOOnore: • irAandiQ(a0tias: Atwrcnd0ehamt •/mnmddxrrant • A IxAian ; aria Ili Ier¢A d Ili maM.lehlk eMddNsrj' Aswr :.hel.rrMfldrMPiY BURNDY WEE BTM Washer Electrical Equipment Bond The WEEB"Awasher line of products is designed to bond solar PV modules to mounting structures and create an elecbical path to ground. WEEB"'washers eliminate the need for older, more costly grounding methods and greatly reduce the amount of labor and materials used In installations, The innovative WEE81" washer design removes the need to run ground wire to each individual module and eliminates the need for surface preparation on anodized aluminum components. To instal, WEEB" washers are placed between PV modules and mounting rails at damping points or at bolted connections. When anti -seize is applied and the hardware is tightened down to the appropriate torque spec, the WEEBTM washers' specialized teeth embed into anodized aluminum, galvanized steel, or any eledrically conductive metal to establish a gas light electrical connection. � , ®Are1 Material: 304 stainless steel ETL Listed to UL 467 UL Recongized to Subject Standard 2703 Outdoor rated ' � S:VrAteOJe frtte . �f4wuns nr•v YRkiOPF ( a�xresss \Rat +� / e Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-8W-3464175 1-603.647-5299 (International) ;1,r..Lk,wklwrm:.wAx4a xucxd,wkxNeuuwsumlxlwmraltauroPrlr alxaar re x�Nr7=x,n'v p.4xlw+ ntrxl.x• 3w'scrsw i •eP'..+.+.x a e.iui.+..,'.aa+w, w. s,rep+. e.lewt .+a,x..,n.r'x,rt,x..r5nm�-..,1.:7,:..rr\«•r4.•,re ®20128URNDYLLC WNVWVVE•LLC.COM tio,Nspnwrexrsvwx Vrnpa'saaPvwvw, 4anWr! Y.�rW.r,Tr+)f•.a�wyKAtx•1!tanew.?orf wa j Coto Intertek 4004186 HuesE« �, All work shown on this drawing set shall be installed by undersigned California contractor. Anthem Mechanical Customer Information Drawn By: Francisco Rosas '��v T H E M 53800 Polk Street. Diane Losson Signed: Date: / Date: 9/9/2015 Coachella, CA 92236 US 81930 Eagle Claw Dr. Californ Ltce se # License Class Expiration Date A www.anthemmechanical.com La Quinta, CA 92253 1001659 A,Scale: 3/31/2017 Scale: NTS Third party joAl b Tete ( t ile ra c 4,5T/ 00 lbs sdLP ifi d Patent 85,146,029 ''p0 t fTr'"� Tile Roof SmicturalAttachment ,stern NEW STAINLESS STEEL TILE FLASHING T6 Wed Tlelmt© attachment allows (or a struduml rod rafter connection with optimal attachment swd location adjustaalily, Design iewlls in the best looking systems in the industry. T&Tracefor`s-�curve Tikbrac"forflat titl % conmte e concmlte till (6" TirU Tbnaded Snrd) ,(4" TaU Threaded Stud) LL professl0 R products S s .ase e ar , GA 9J033 Fall 141$T6 Installation steps for both s -curve andAt lint concrete tile* SRP I: Select o tie in the oleo of the rod roller. Ori 3/f at 6ok. Step is Std the inniol fib ani hob. Using a 3/16' drill hit and drill guide (FOartll, dril pool We along the ratio (enter Benefits of TileTrac" • Easiest and lowest cost waterproof tile roof • Includes Stainless Steel file flashing and attachment Stainless Steel lag bolt • Over 15 years of industry preferred single log • Aluminum and Stainless Steel components for boll design maximum corrosion resistance and strength • V party lob waterproof and load tested • barge roof surface contact area evenly • Compression sealed of underloyment and top distributes load of tile The TileTrac• Design Structurally alloches to roof rafter and allows the rail attachment stud to be located at the strongest point of the file (the crown) where water does not flow. Without TileTrac' With TileTrac® weter Flaw, High Point/ in the Valley Gown Sealed of lop of rile of the Tae � e ay of the Tile (opfi m m) Kotler ottaehwd to the roller P. 1 — ` TileTrac=' 1 ossemblr Sealed m structurally anderlaymera Rafter attached to the rafter Step 1: Aho Met it hose no lie mal, side the We tarioge into the mired position ado de am d the lie. Fa 16 l Atte the upper mirage on tie reillh d tie ink !fired 12),3/r Outs to d Stud p* 10 roof work SIF? 2: time the filo 4 pushmg and palling. 11 is ussah W N 0010 by a sinal nark Step 5: law the lag bah and Tasha Aroogh tit TReTmtm and apply fresh (ampa8ble seclod to the boss Step 8: Reow the file err Ding up the map lines and mark the drill location emrtthglp. IE SRP 3: thing on eleNodt std filer (retomnendedl, or other imam, bode 8e ratio adder. Mark a reference point an the Nile mora Ap 6: Using o 1/2" union, i ooll the Ip boll until sealed Do not m dkhka 164 seolanl should lbw wh ad "all any holes, 0 fit3Tt1(r fknu0a alto as sfxr�d O rML Step 9: Using a 1/Y af?d& dna bU rend ROTARY 11011111 ORlll in hamsmr mode, doll Ihmogh the Iia tee online 4to at www.prosolor.com for ddois. Step IP. [filed thrzreded sled through tee and hondagMen Step II: Uahied nun and temme ham stud. Apply Step It Foslea Tai Off lower aid upper to engage with boss Bind two 3/8' reds (iarluded( using sedod ormnd stud of lie opetiny and (empress 3/8"nun/wosken a$,)*". 9/16' wrtnthm and fighten. oil Stainless Steel flmhmg lk&dtdl until sealed Not recommended for day or state tiles. OProfessional Solar Products, Inc. Mar. 2011. Tile Ilrac'is a registered trademark and covered under Pat. #5.746,029 laork shown on this drawing set shall be installed by undersigned California contractor. 000ILFOXS, � 0 A HL.TI GROUP COMPANY SOLARMOUNT Beams Part No. 310132C, 310132C-8, 310168C, 310168C-13, 310168D 310208C, 310208C—B, 310240C, 31024OC—B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SOLARMOUNT SOLARMOUNT HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus (X -Axis) in3 0.353 0.898 Section Modulus (Y -Axis) in3 0.113 0.221 Moment of Inertia (X -Axis) in' 0.464 1.450 Moment of Inertia (Y -Axis) in' 0.044 0.267 Radius of Gyration (X -Axis) in 0-289 1.170 Radius of Gyration (Y -Axis) in 0.254 0.502 -Rails are extruded using these aluminum alloys: 6005-T5, 6105-T5. 6061-T6 SOLMMOuNT MW�CL-V SOLARMOUNT Beam Connection Hardware �� Nb Ma++r mN,db:Omaro Mwee.awwaM SOLARMOUNT L -Pool a•la. e00}I3.0,09•ie, 506,-,0 Pan NO.—W.C.]6.6660 - I �L �� whe.a Nn.o.: a... Tele sew um+e,osTa. eon o,..aNr,ee.,•.,e e,vwee ml..u�.,,n.•w.: aaos 05 "� GNNe: w a 0.n.,eIX<aE L�meN lw,.l+.: ]9ku. Yieb ]3 kit ..eN,ahe smbsv+e.MnMa.6 u 7P9a a6an,ar+ - ahn.,.ne and eeN6n i®d, m..Mb r+.en �....+nnn.". n.n ve.e. 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