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BSCL2015-0041
0 78-495 CALLE TAM PICO D . LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT J BUILDING PERMIT Application Number:—o'.,;;L2015-0041 Property Address: 49995 PARK AVE APN: 602020004 Application Description: BOYS & GIRLS CLUB/130kW PV SYSTEM (400) PANELS/(5) INVERTERS Property Zoning: Application Valuation: $489,796.00 Applicant: RENOVA ENERGY CORP OUTSIDE CITY LIMITS 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: License No.::LIC-0104947 `Daie 5 Contracto V 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 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.). (� 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. &.&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: VOICE (760) 77777125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: CITY OF LA QUINTA 82879 HIGHWAY _11 INDIO, CA 92253 Contractor: RENOVA ENERGY CORP OUTSIDE CITY LIMITS LA QUINTA, CA 92253 (760)568-3410 Lic. No.: :LIC -0104947 Date: 5/5/2015 WORKER'S COMPENSATION DECLARATION . I hereby affirm under penalty of perjury one ofshe 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 rk.for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the perfornance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: Carrier: Policy Number: I certify that in the performance of fie 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 3100 of th r Code, I shall forthwith comply with those provisions. Date," Applicant: • G WARNING: FAILURE TO SECURE WORKERS' COMPENSATION GE 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 SECTIONL3706 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 =ity of La Quinta, its officers, agents, and employees for any act or omission related to tFe work being performed under or following issuance of this permit. 2..Any permit issued as a result of this appli©tion 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 cancefation. 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 ordiaiances and state laws relating to building construction, and, hereby authorize representatives of this city to enter upon the above- mentioned property property for inspection.purposes. /Ef Date:'C Signature (Applicant or Agen . � �J � w C� o o N C3 LM # LL J IL0 � z WORKER'S COMPENSATION DECLARATION . I hereby affirm under penalty of perjury one ofshe 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 rk.for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the perfornance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: Carrier: Policy Number: I certify that in the performance of fie 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 3100 of th r Code, I shall forthwith comply with those provisions. Date," Applicant: • G WARNING: FAILURE TO SECURE WORKERS' COMPENSATION GE 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 SECTIONL3706 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 =ity of La Quinta, its officers, agents, and employees for any act or omission related to tFe work being performed under or following issuance of this permit. 2..Any permit issued as a result of this appli©tion 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 cancefation. 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 ordiaiances and state laws relating to building construction, and, hereby authorize representatives of this city to enter upon the above- mentioned property property for inspection.purposes. /Ef Date:'C Signature (Applicant or Agen . � �J � + * DESCRIPTION' ' _ :' _ ACCOUNT'" Q AMOUNT " # $ PAID ' w `., ;PAID DATE' e TY BSAS SB1473 FEE 101-0000-20306 0 '$20.00 $0.00 CEIP.T #i' '`...: , '' &" CHECK #x ,.. i; CLTD,BY r _ Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $20.00 $0.00 z; . g "DESCRIPTION' ' '` 'ACCOUNT] h:. .QTY° AMOUNT g PAID ID DATE PV SYSTEM - ARRAY, ADDITIONAL 101-000042403 0 $72.60 $0.00 PV SYSTEM - ARRAY, FIRST 20 PAID PV SYSTEM - ARRAY, ADDITIONAL PC METHOD 0 ; RECEIPT # ` s CHECK # BY By = a METHOD - tE ,PAIDBY z �METHODz F (RECEIPT # e ,CCTD ' " UNT CITY, �z AMOUNTDESCRIPTION AMOUNT - 6x r PAID PAID DATE z PAID DATE s7t .4CCO in PAIDBYt t.'; ',METHOD w " :' RECEIPT # CHECK # ' ., F, PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 PV SYSTEM - ARRAY, ADDITIONAL PC 101-0000-42600 0 $18.00 w- DESCRIPTION .y3 �, ;.`, ACCOUNT `;<. '� ` $0.00 = a METHOD - tE ,PAIDBY z �METHODz F (RECEIPT # e 0 CHECK # `,, BY .CHECK .0 _ $0.00 „ 'PAID BY K X r ; s ' b METHOD 4 "'CCTD ;DESCRIPTION' ; `- ACCOUNT ' - a # QTY AMOUNT - 6x r PAID "PAID DATE e $24.17 . in PAIDBYt t.'; ',METHOD w " :' RECEIPT # CHECK # ' ., F, PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 •0 $24.17 $0.00 . w- DESCRIPTION .y3 �, ;.`, ACCOUNT `;<. '� ` _. { PAID'BY ; ! = a METHOD - tE :RECEIPT # �, # CHECK # p`, CCTD-BY _ r ti .r .CHECK .0 _ ..DESCRIPTION F W :. xt"� , ACCOUNT ';- { „ ' x Q TY� r AMOUNT' - `'`-' PAID PAID DATE PV SYSTEM -ARRAY, FIRST 20 PC 101-0000-42600 0, $24.17 $0.00 in PAIDBYt t.'; ',METHOD w " :' RECEIPT # CHECK # ' ., F, CCTD BY 101-0000-42600 0 0 $48.34 $0.00 w- DESCRIPTION .y3 �, ;.`, ACCOUNT `;<. '� ` ;QTY - 'r AMOUNT,`' PAID PAID DATE ry CHECK # p`, `CCTD BY _ PV SYSTEM - MISC EQUIPMENT 101-0000-42403 .0 $48.34 $0.00 'PAID BY K X r ; s ' b METHOD RECEIPT # �. �xsp CHECK # �' ' " CCTD BY a �; rv`t DESCRIPTION'`. a �' <•�� " . ° " ACCOUNT ,- $235.62 QTY AMOUNT. f f a PAID s>� `� PAID DATE AMOUNT PAID PAID DATE' w -.'.6 PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 0 $48.34 $0.00 PAID: BY : METHOD ',f"PAID BY P ' m " ' ,METHOD F CHECK # a .~ €z ;CCTD BY - 'RECEIPT # CHECK # p`, `CCTD BY _ y ,._ Total Paid forPERMIT ISSUANCE: $91.85 $0.00 Total Paid for ELECTRICAL: $235.62 $0.00 DESCRIPTION,;.ACCOUNT QTY,' . AMOUNT PAID PAID DATE' -.'.6 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID: BY : METHOD t° RECEIPT # F CHECK # a .~ €z ;CCTD BY - Total Paid forPERMIT ISSUANCE: $91.85 $0.00 SsS Description: BOYS & GIRLS CLUB/130kW PV SYSTEM (400) PANELS/(S) INVERTERS Type: SOLAR Subtype: Status: APPROVED Applied: 4/1/2015 PJU ' Approved: Parcel No: 602020004 Site Address: 49995 PARK AVE LA QUINTA,CA 92253 Subdivision: PM 20469 Block: Lot: H Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $489,796.00 Occupancy Type: ° Construction Type: Expired: No. Buildings: 0 No. Stories: 0 • No. Unites: 0 Details: 130.8kW SOLAR ARRAY - (400) 327W SUN POWER -E20 PANELS W/ (5) SUNNYBOY TRIPOWER 24kW INVERTERS, (1) SOLARBOS COMBINER, (1) 225A AC LOAD CENTER, (1) 150kVA 480Y/208Y TRANSFORMER [7,259SF) 2013 CALIFORNIA ELECTRICAL CODE. CONDITIONS,. _. NAME TYPE �" & ... - : k _NAME = ADDRESSl; 9 .. :: ._ _ . _. - CITY i STATE '. }- ZIP '. Y. PHONE FAX - a. -- EMAIL APPLICANT RENOVA ENERGY CORP. OUTSIDE CITY LIMITS CONTRACTOR RENOVA ENERGY CORP OUTSIDE CITY LIMITS LA QUINTA CA 92253 OWNER CITY OF LA QUINTA 82879 HIGHWAY 111 INDIO CA 92253 FINANCIAL • • Printed: Tuesday, May 05, 2015 4:02:30 PM 1 of 3 . SYSTEMS . A.y .. .:. :..., -.:yF ",.� ;. x,.._'"; t"x-°'.W,•: r. .� 'w""'"'a''w."" .o-, 7"x°"..,';.`*Y DESCRIPTION; + t' A000.UNT ti a AMOUNTe'. PAID;'ro,', .�PAID:.DATEf .RECEIPT'#:< x CHECK# METHOD a` :PAID BY BY ,$ ' BSAS SB1473 FEE 101-0000-20306, 0 $20.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $20.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $72.60 $0.00 ADDITIONAL PV SYSTEM -ARRAY, 101-0000-42600 ' . 0 .$18.00 $0.00 ADDITIONAL PC 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 PV SYSTEM - MISC 101-0000-42403 0 $48.34 $0.00 EQUIPMENT PV SYSTEM - MISC 101-0000 42600 0- $48.34 $0.00 EQUIPMENT PC Total Paid for ELECTRICAL: $235.62 $0.00 , PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS- $147.47 $0.00 PARENT PROJECTS..... Printed-.. Tuesday; May 05, 2015 4:02:30 PM 2 of 3 CS?WsYSTEMS SPOKE WITH ENGINEER OF RECORD TO CLARIFY NON-STRUCTURAL AJ ORTEGA 4/1/2015 4/15/2015 5/4/2015 APPROVED TRANSFORMER INFORMATION AND PLANS ARE APPROVED AND READY TO ISSUE. Printed: Tuesday, May 05, 2015 4:02:30 PM 3 of 3 - SYSTLh1S. BOND INFORMATION..., ATTACHMENTS Printed: Tuesday, May 05, 2015 4:02:30 PM 3 of 3 - SYSTLh1S. Bin .# City of La Quinta Buiiding 8t Safety Division P.Q. Box 1504,78-495 Calle Tampico [a.Quinta, CA 92253 - (760) 777-7012 Building Permit •Application and Tracking Sheet Permit # Project Address: 49995 Park Ave Owner's Name: $CAQMD A. P. Number. 602020004-6 Address: 49995 Park Ave Legal Description: Boys and Girls Club. Building City, ST, zip: La Quinta, CA 92253 Contractor.• Reriova Energy Corp. Telephone: Address: 75181 Mediterranean Ave Project Description: Commercial Roof Mounted Solar PV 130.800kW DC. City, ST, Zip: Palm Desert, CA 92211 Telephone: 760-568-3413 City Lic. #:104947 , State Lic. # : 910836 Arch., Engr., Designer. Address:' City., ST, Zip: Telephone: _ v .;C�, ,`;`�;�^� ��• ,N Construction Type:. Gccupancy: Commercial State Lic. # Project type (circle ane): New Addie Alter Repair Demo Name of Contact Person: Lea Waki - 760-568-3413. Sq.Ft : # Stories: #Units:' Telephone # of Contact Person: OPS@rehovaSOlar.COfll Estimated Value of Project $489..796.00 APPLICANT: DO NOT WRITE BELOW THIS LINE 9 Submittal Req'd 'Ree'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural CaIcs. Reviewed, ready for corrections Plan Chem Deposit. . Truss Cales. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construc¢on Flood plain plan Plans resubmitted.. Mechadical Grading plan 2°d Review, ready for correctionsfissue Electrical Subcontactor ISst Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^' Review; ready for correction Sue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue Sehodl Fees Total Permit Fees S VICINITY MAP Riverside County: APN #602020004-6 CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 Monday - Friday 7:00 am - 5:30 pm Saturday 8:00 am - 5:00 pm Sunday NOT ALLOWED �b PROJECT CONTACTS: CONTRACTOR:RENOVA Lea Waki: lea.@renovasolar.com Isaac Gamei: isaac@renovasolar.com qPPf AB CODES: i is Re�id>sntial CdSM Cali ornia Electrical Code 2013 La Quinta Municipal Code . SHEETINDEX GENERAL C1 Cover Sheet S1 Site Plan S2 Plot Plan ELECTRICAL E1' Marking/Panel Schedule E2 Single Line E3 Conductor Calculations STRUCTURAL P1 Profile Elevations P2 Structural Elevations DATA SHEET Module Inverter Structural Calculation Wind Calculation Prosolar Racking . Disconnect AC Load Center Step Transformer Government Code - � Holidays NOT ALLOWED 2c�' a PE OF WORK:. MAY 1 THRU SEPTEMBER.30 o Monday - Friday. 6:00 am - 7:30 ti ject consist of installing: conduits w/fittings and wires; roof stanchions for rack Saturday 8:00 am - 5:0 o ounting system to support the photovoltaic (PV) modules; and power inverters to Sunday NOT ALLOW y �3rovide a renewable power source for the customer. Government Code Y Holidays NOT ALLOWED 2z' Date Drawn: . 03/17/2015 Revision No. 0 Sheet No. .. C.1 00 J U J Q Q N � 0 m Q V Q � Q z a z 0) za 0 Q Q CL Date Drawn: . 03/17/2015 Revision No. 0 Sheet No. .. C.1 4cnfw=gw tv, N2Z ATAUD AJ:iO YTIO Zq.2&a YMIAS A OWMAUS Cl I A 1401TOURTZHOO P-101 mom* SIDENTI O ` M SOLAR SYSTEM SIZE: 130.800 kW DCflu A ODE.: CEC AC. SYSTEM SIZE: 116.188 kW AC NOTES: 1 7 2 m D ''A•, 11. THIS IS :130.800 KW SOLAR ELECTRIC SYSTEM USING ^ �iOCAT80 y y ED ON NORTHEAST -WALL 'SUNNYBOY O N NM WI (400) SUNPOWER SPR -E20-327 (327 WATT) PHOTOVOLTAIC MODULES. yy y TRIPOWER CQ�N 24kW INVERTER (TYP. 5) (n . 2. THIS SYSTEM IS GRID-INTERTIED VIA UL -LISTED POWER r y° �� STP 24000TL-US-10 - ° ° ' 480Y/277 VOLT, 30 J STRINGS #1 TO #10 ON INVERTER "A" -` e B ° '' , ` LOCATED ON NORTHEAST WALL .: C. m g a - -•3. THIS SYSTEM HAS NO UPS; NO BATTERIES. B Y '�'a,'�e° e° ° °ss??�' �+ ` SOLARBOS COMBINER (TYP. 5) '�'��,'�'7 '''x,3899 ??� CD100-12-12N4 0 �C!'oi ' ss •" 30'TR C , ? 9 B ' 600 VOLT O STRINGS #11 TO #20 ON INVERTER "B" or ^' j °r ca ''3, 999sss 33 ', LOCATED ON NORTHEAST WALL Q N STRINGS #21 TO #30 ON INVERTER "C" ROOF IS.METAL STANDING SEAM AT 18° PITCH (AVG 18°)1 « W ^ n ' LEM CN 5. THE SYSTEMS SQUARE FOOTAGE IS 7259 FT' (25% OF TOTAL ROOF AREA). ° J 1 8 9 ° 7• S ss '17 J O '- �B,B°'°�°°° ��), , ,. O Q'. ` STRINGS 1-41 HAVE AN AZIMUTH OF 213° AND STRINGS 42-50 OF 123" (AVG 217°): STRINGS #31 TO #40 ON INVERTER "D" Q ( 1 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF. SLOPE, -NOT TO EXCEED 18" ABOVE ROOF:SURFACE: s ' STRINGS #41•TO#50 ON INVERTER"E" . • 7. BUILDING IS A TWO STORY COMMERCIAL BUILDING.,' .. .. -=_=-- ----•- _Z '/ 'Z_ Lo •.D • °°lg h „� y • .- 1 .k ! y , ° 9 'z14 JINTA 8. MODULES WILL BE SECURED TO ROOFTOP USING S -5l ATTACHMENTS WITH ROOFTRAC SUPPORT RAILS. A • 600 AMP AC DISCONNECT . PROSOLAR • a a* DEPT. " ; - `' SQUARE -D #D326NTR 6 9. S-5!'ARE 54".O.C: MAX. P„ Install Company ;�.'. Drawn By: CESAR LOPEZ LOCATED INSIDE ELECTRICAL ROOM ,10. DESIGNED FOR BASIC'WIND SPEED OF 110 MPH/PER PROSOLAR CALCULATIONS, Lam— SEE SPECS.."'. Y SPR -E20-327 (TYP 400) 50 STRINGS, 8 MODULES PER STRING ` v - k 4 ,• `EXISTING D t awn:. a r e ` - METER # 5Y3DKS 100958 11. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED.TO MATCH.D e ' .. ,- •'�. , - i, Renova Energy Corp: Caulornia-2012 j _ ,. - 03/17/2015 PROPOSED BI-DIRECTIONAL METER r '. :4 ; ROFESS/0�, 3 ��' • j 13. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD .. ' , �p ��EY L �F( q(. ' !/ EXISTING 800 AMP MAIN SERVICE PA EL INSPECTION BY THE CITY. -i ' Z AIC RATING 65,000 AMPERES 14. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL CAL FIRE GUIDELINES. 9 3 Sheet No. 208Y/120 VOLT, 30, 4W EXP.. 9/30/15 AVENUE 50 ��qT�E TR1CP����P S.1 LOCATED INSIDE ELECTRICAL ROOM` 120 KVA TRANSFORMER ' . F OF CAYO ' "°""""nBoard o1 NAB.0 E P DONGAN #43-120-A5LSTP5 ,480Y TO 208Y VOLT LOCATED NORTH OF BUILDING 225 AMP AC LOAD CENTER NOTES: 1 ` ^ EATON #P2D225BT42AH3R - ^0 OLT AC m D ''A•, 11. THIS IS :130.800 KW SOLAR ELECTRIC SYSTEM USING ^ �iOCAT80 y y ED ON NORTHEAST -WALL 'SUNNYBOY J ' V (400) SUNPOWER SPR -E20-327 (327 WATT) PHOTOVOLTAIC MODULES. yy y TRIPOWER 24kW INVERTER (TYP. 5) (n . 2. THIS SYSTEM IS GRID-INTERTIED VIA UL -LISTED POWER r y° �� STP 24000TL-US-10 - ° ° ' 480Y/277 VOLT, 30 J CONDITIONING INVERTER: (5) SUNNYBOY TRIPOWER STP 24000TL-US-10• ; 480Y/277 VOLT e B ° '' , ` LOCATED ON NORTHEAST WALL .: - -•3. THIS SYSTEM HAS NO UPS; NO BATTERIES. B Y '�'a,'�e° e° ° °ss??�' �+ ` SOLARBOS COMBINER (TYP. 5) '�'��,'�'7 '''x,3899 ??� CD100-12-12N4 0 -•., -. ss •" 30'TR C , ? 9 B ' 600 VOLT O Z M 4. THIS IS A ROOF MOUNTED SYSTEM,_ADDING 2.68 LB/SQ FT. ''3, 999sss 33 ', LOCATED ON NORTHEAST WALL Q N ROOF IS.METAL STANDING SEAM AT 18° PITCH (AVG 18°)1 « �s, ��3,3 9 g ° 8 J 3 O ° , ' CN 5. THE SYSTEMS SQUARE FOOTAGE IS 7259 FT' (25% OF TOTAL ROOF AREA). ° J 1 8 9 ° 7• S ss '17 J O '- �B,B°'°�°°° ��), , ,. O Q'. STRINGS 1-41 HAVE AN AZIMUTH OF 213° AND STRINGS 42-50 OF 123" (AVG 217°): �' _ p� O Q ( 1 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF. SLOPE, -NOT TO EXCEED 18" ABOVE ROOF:SURFACE: Z a . • 7. BUILDING IS A TWO STORY COMMERCIAL BUILDING.,' .. .. 8 ' ° , .zA ) , 1�' y9 ! s'7'. _Z '/ 'Z_ Lo •.D • °°lg h „� y • .- 1 .k ! y , ° 9 'z14 8. MODULES WILL BE SECURED TO ROOFTOP USING S -5l ATTACHMENTS WITH ROOFTRAC SUPPORT RAILS. ° 9 h ' ' �z ' PROSOLAR J 0 J 9. S-5!'ARE 54".O.C: MAX. a` • SOLAR MODULES Drawn By: CESAR LOPEZ ,10. DESIGNED FOR BASIC'WIND SPEED OF 110 MPH/PER PROSOLAR CALCULATIONS, Lam— SEE SPECS.."'. Y SPR -E20-327 (TYP 400) 50 STRINGS, 8 MODULES PER STRING ` v - k 4 ,• _ D t awn:. a r e 11. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED.TO MATCH.D e ' .. ,- •'�. , - i, _ ,. - 03/17/2015 12. MODULE DIMENSIONS ARE 41.2" X'61.4" ' ' r '. :4 ; ROFESS/0�, 3 ��' • 13. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD .. ' , �p ��EY L �F( q(. ' Revision No: INSPECTION BY THE CITY. ' Z 14. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL CAL FIRE GUIDELINES. 9 3 Sheet No. EXP.. 9/30/15 AVENUE 50 ��qT�E TR1CP����P S.1 ' . F OF CAYO ' WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOU( TERMINALS: TERMINALS ON BOTH THE LII AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. OPERATING CURRENT: 59.8 Amps OPERATING VOLTAGE: 357.1 Volts MAXIMUM VOLTAGE: 550.3 Volts SHORT-CIRCUIT CURRENT: 64.6 Amps BACKGROUND "RED" AND 'WHITE" LETTERING. WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUC TERMINALS. TERMINALS ON BOTH THE LIIS AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 335 Amps OPERATING AC VOLTAGE: 208 Volts ,I NOTE: MOUNT ON DC COMBINERS SERVICE DISCONNECTING MEANS 1 OF 2 NOTE: MOUNT ON 400A AC DISCONNECT fu 3 R; DEMANDABLE RECEPTACLES' BACKGROUND A/C RATING: 30,000 Umrncw� rn�oc _ THIS PANEL IS FED BY TWO SOURCES: a . "RED" AND 0 LOAD DESCRIPTION 3" A B C c7 N R L TR P A B C TR P L R _ UTILITY AND SOLAR PHOTOVOLTAIC j 8000' STP24000TL-US-10 (48OV) (TYP5) L 140 40 3 x I "WHITE" 2 WARNING: L . 5 8000' STP24000TL-US-10 (480V) (rYP5) L - x L LETTERING.- - 7 - L ELECTRIC SHOCK HAZARD 8 NOTE: MOUNT ON MAIN SERVICE PANEL COVER a IF A GROUND FAULT IS INDICATED, THE PHASE TOTALS PROJECT, SIGNAGE PHASE TOTALS A+B+C CONNECTED VA (CODE N): NORMALLY GROUNDED CONDUCTORS 40000 MAY BE UNGROUNDED AND ENERGIZED. NOTE: MOUNT ON INVERTER MATERIALS (400) SUNPOWER 327 WATT PHOTOVOLTAIC MODULES - #SPR -E20-327 (5) SUN NYBOY STP. 24000TL-US-10 - 24,000 W; 480 VOLT, 30 (5) SOLARBOS DC COMBINER, 100A; 600 VOLT #CD10D-12-12N4 (1) EATON AC LOAD CENTER, 225A, 480 VOLT AC, 30 _ - #P2D225BT42AH3R (1) SQUARE -D AC DISCONNECT, 600A, 600 VOLT AC, 30 #D326NTR (1) DONGAN STEP -TRANSFOM ER, 150 KVA, 30, 480Y TO 208Y #43-63150SH SOLAR PRODUCTION SUMMARY GROSS NAMEPLATE RATING (400 x 327/1000) 130.800 kW CEC-AC SYSTEM SIZE 116.188 kW �uuuuun�unouuo� .- uw uunuuuuw �- II, uu�enuuuuuuuuuu�S. NABGEFIN ERTER OUTPUT CONNECTION DO NOT NOTES+ SOLAR PRODUCTION STATS. IIIIIIIIIIIIIIIIIIIIIIIIIIIII&ILTANWT 0IIIIIIIIIIIIIIIIIP AeeREai � 1=u Corp,PV Installation Ali "Company, L ']I I Renova Energy RE OCATE THIS OVERCURRENT DEVICE. PER THE AC DISCONNECT AS SHOWN. NOTE: MOUNT ON AC LOAD CENTER AT SOLAR BREAKER SITE PLAN600A AC ELEC. ROOM) „ 800A MAIN PANEL PHOTOVOLTAIC DISCONNECT (ELEC. ROOM) FOR UTILITY OPERATIONS 120 KVA TRANS. (NORTH OF BLDG) NOTE: MOUNT ON DISCONNECT a 24 kW INV. PP 5) t 3„ C COMB (TYP 5) (NORTH. WALL) WARNING: NO AC LOAD CENTER ELECTRIC SHOCK HAZARD. THE DC ® NORTH WALL) CONDUCTORS OF THE PHOTOVOLTAIC SYSTEM C3 ARE UNGROUNDED AND MAY BE ENERGIZED. NOTE: MOUNT ON JUNCTION BOX AND DC DISCONNECT AC LOAD CENTER FOR PV USE ONLY NOTE: MOUNT ON SERVICE PANEL NOTE: MOUNT ON AC LOAD CENTER 3 3„ • S RV CE DISCONNECTING PANEL: AC LOAD CENTER PANELVOLTAGE: 480/277 3P, 4W CIRCUITCODE: N: NON -CONTINUOUS SERVICE DISCONNECTING MEANS 1 OF 2 BUS: 225A ' fu 4i cl) C) R; DEMANDABLE RECEPTACLES' Qo a c c\1 M 04 A/C RATING: 30,000 Umrncw� rn�oc - "a)oo U a . C� N lq�U i cU N Oi 0 LOAD DESCRIPTION `}O A B C c7 N R L TR P A B C TR P L R orOcn°uo �uuuuun�unouuo� .- uw uunuuuuw �- II, uu�enuuuuuuuuuu�S. NABGEFIN ERTER OUTPUT CONNECTION DO NOT NOTES+ SOLAR PRODUCTION STATS. IIIIIIIIIIIIIIIIIIIIIIIIIIIII&ILTANWT 0IIIIIIIIIIIIIIIIIP AeeREai � 1=u Corp,PV Installation Ali "Company, L ']I I Renova Energy RE OCATE THIS OVERCURRENT DEVICE. PER THE AC DISCONNECT AS SHOWN. NOTE: MOUNT ON AC LOAD CENTER AT SOLAR BREAKER SITE PLAN600A AC ELEC. ROOM) „ 800A MAIN PANEL PHOTOVOLTAIC DISCONNECT (ELEC. ROOM) FOR UTILITY OPERATIONS 120 KVA TRANS. (NORTH OF BLDG) NOTE: MOUNT ON DISCONNECT a 24 kW INV. PP 5) t 3„ C COMB (TYP 5) (NORTH. WALL) WARNING: NO AC LOAD CENTER ELECTRIC SHOCK HAZARD. THE DC ® NORTH WALL) CONDUCTORS OF THE PHOTOVOLTAIC SYSTEM C3 ARE UNGROUNDED AND MAY BE ENERGIZED. NOTE: MOUNT ON JUNCTION BOX AND DC DISCONNECT AC LOAD CENTER FOR PV USE ONLY NOTE: MOUNT ON SERVICE PANEL NOTE: MOUNT ON AC LOAD CENTER 3 3„ • S RV CE DISCONNECTING PANEL: AC LOAD CENTER PANELVOLTAGE: 480/277 3P, 4W CIRCUITCODE: N: NON -CONTINUOUS SERVICE DISCONNECTING MEANS 1 OF 2 BUS: 225A ' c L: LONG -CONTINUOUS LOCATION: NORTH EXTERIOR WALL MOUNTING: SURFACE R; DEMANDABLE RECEPTACLES' A/C RATING: 30,000 VA LOAD w TYPE C.B. BUS C.B. TYPE w 00 VA LOAD LOAD DESCRIPTION 0 LOAD DESCRIPTION `}O A B C c7 N R L TR P A B C TR P L R N U A 8 C e;' j 8000' STP24000TL-US-10 (48OV) (TYP5) L 140 40 3 x I I Ll 2 3 8000' STP24000TL-US-10 (480V) (TYP5) L - - - x L q 5 8000' STP24000TL-US-10 (480V) (rYP5) L - x L 6 7 - L *ALL PLACARDS SHALL BE RED WITH WHITE LETTERING 8 FIVE INVERTERS a 40000 140000 140000 1 PHASE TOTALS PHASE TOTALS PROJECT, SIGNAGE PHASE TOTALS A+B+C CONNECTED VA (CODE N): 40000 CONNECTED VA (CODE L): 120000 CITY CONNECTED VA (CODE R): N/A AL S C: 0 A BUILDING C� TOTAL CONNECTED KVA: 120.0 DEMAND KVA PP RvOVE D APPROVED ' FOR CONSTRUCTION TOTAL ADJUSTED KVA: � TOTAL PANEL AMPS: 120.0 145- 45•AMPS ' 1 OF 5 INVERTERS AMPSW/L CL: 145 NO!M Amhwkm 8'wd.1 NAB CEP, m J cnJ LID � M SERVICE DISCONNECTING MEANS 1 OF 2 E MEANS 2 OF 2 W0) `}O ' > Q NOTE: MOUNT NEXT TO MAIN BREAKER NOTE: MOUNT ON AC DISCONNECT Q V. *ALL PLACARDS SHALL BE RED WITH WHITE LETTERING MAIN PANEL SCHEDULE ' sN ALE, PROJECT, SIGNAGE NOTES{ Q �- N/A z Z 0.. Z ' 1. THE PV SOURCE CIRCUIT IS BONDED TO EARTH GROUND IN MAIN SERVICE PANEL. • 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. •. ' °, *' SAFEGUARDS ' 3. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. SUPPORT SYSTEM M 0) . 0 * SOLAR BREAKER SHALL BE LISTED'FOR USE IN EXISTING MAIN PANEL. 4' THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER'GROUND WIRE * WIND LOAD: BASIC WIND SPEED (3 -SECOND GUST, 110 MPH) . ELECTRODE * Q 0), Q ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE -D & GE. AND BONDED TO THE EXISTING GROUNDING SYSTEM. WIND EXPOSURE C 1 o * ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. 5. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. *CONDUIT SUPPORT BY COOPER/BEELINE OR CADDY o WICEY CABLE CLIPS SHALL BE USED. - * VISIBLE AND ACCESSIBLE * Drawn By: -ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION FITTINGS. a SOLARMOUNT RACKING SYSTEM, LAG BOLTED DIRECTLY * SERIES SOLAR CIRCUITS SHALL BE FUSED AT 12 AMPS DC. MARKING INTO RAFTERS. CESAR LOPEZ *ALL EQUIPMENT SHALL BE LABELED. *MARKING IS REQUIRED ON INTERIOR AND EXTERIOR DIRECT CURRECT (DC) CONDUIT, ENCLOSURES, * ADD COMBINER /JUNCTION BOXES AS NEEDED. RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER BOXES AND DISCONNECTS. (CRC R331.2) } Date Drawn: * AN INTERNAL' BLOCKING DIODE IS PROVIDED IN EACH MODULE. *THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR QRQFESS/pN 03/17/2015 *GROUND FAULT PROTECTION DEVICE IS INTERNALLY BUILT THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE �O L Df( q� INTO SUNPOWER INVERTERS. LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8" WHITE ON RED BACKGROUND. (CRC R331.2.1) N�trY Revision No. *MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB, *THE MARKING CONTENT SHALL CONTAIN THE WORDS;'WARNING; PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2)`' LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS: �' *THE MAIN SERVICE MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT IN A LOCATION r O' *ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL.' CLEARLY VISIBLE FROM THE LOCATION WHERE THE DISCONNECT IS OPERATED. (CRC R311.2.3) � 9 93 � *EMT SHALL BE 1" MINIMUM. *THE MARKING SHALL BE PLACED ON INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES AND * EXP. 9/30/15 JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. CABLE ASSEMBLIES EVERY 10 FEET, WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN 1 FOOT ABOVE AND * Sheet No. ' BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. (CRC R331.2.4) 1 `Sl TRI - .° 0 ► E.1 PHOTOVOLTAIC MODULE SMA AMERICA. #SPR -E207327 DC DISCONNECT STP24000TL-US-10 (480V)': PTC RATING: 301.4 W ` SOLARBOS COMBINER "E" INVERTER "E sof 8 Modules CD100-12-12N4 480V, 3P .6 (10 Strin 9 > 4 . 600 VDC 5 ` ` = QRpFESS/pN LOCATED ON NORTHEAST WALL LOCATED ON Y L pF� �(� _ NORTHEAST WALL CITY OF LA QUINTA rn r 0 BUILDING & SAFETY DEPT. EXP. 30/15 APPROVED Y . i� :. CONDUCTOR Location ' ' Conductor's '. ` ` Conduit Dist. (ft.) 1O (20) #10 AWG PV -WIRE, 600V RATED, (1) #8 EGC CABLE CLIPS ru "A" (60) #6 AWG THWN-2, (1) #8 EGC '`3-1/2" EMT, , - i SPECIFIC ELECTRICAL NOTES: ;' ; ; cl)j ARRAY STRINGS 1 - 10'. - ® • } a c N (80) SUNPOWER 327 WATT a 1".EMT 5ft. (longest) OPROVIDE LINE SIDE CONNECTION IN ACCORDANCE WITH NEC 705.12(A). Cj rn CA PHOTOVOLTAIC MODULE 5ft. (longest) SMA AMERICA: : QAC LOAD CENTER �' EXISTING SERVICE EQUIPMENT SHALL BE CERTIFIED USING UL891 BY A- y ID , m a MH -E20-E20-327 ' DC DISCONNECT STP24000TL-US-10 (480V) EATON #P2D225BT42AH3R THIRD -PARTY OEM AGENCY AFTER POINT OF CONNECTION IS m U �, c PTC RATING: 301.4 W - SOLARBOS COMBINER "A" INVERTER "A" 225A; 480V,'3 -POLE' ESTABLISHED. c o �� (10 Strings of 8 Modules) CD100-12-12N4 1 4 480V, 3P` 5 6 - 2OALL WIRING BETWEEN MODULES SHALL BE PV -WIRE: @� °"� o 0 (D 600 VDC' . 40A ALL CONDUIT SHALL BE 1" EMT OR LARGER. r coo E 0 1� G ALL CONDUIT SHALL BE BONDED. BY °' � LO a o) ALL CONDUIT SHALL BE SUPPORTED -RUBBER PYRAMID SUPPORTS. � . (TYP 10) STEEL CITY 6 X6 X LA TDOO JUNCTION BOXES S 4" (OR LARGER) OUTDOOR E HALL BE '�TOIID v D AS NEEDED. ALUCONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS OLOCATED "B" STRINGS 11-20 ON NORTHEAT WALLARRAY , PROTECT WIRES. (80) SUNPOWER 327 WATT PHOTOVOLTAIC MODULE t ' SMA AMERICA: :� ti, I�I. O3 SQUARE -D ION8650: METERING AND MONITORING SERVICE PROVIDED INJ #SPR -E20-327 DC DISCONNECT STP24000TL-US-10 (480V) • • ACCORDANCE WITH CALIFORNIA SOLAR INITIATIVE REQUIREMENTS, •. _ `: PTC RATING: 301.4 W SOLARBOS COMBINER "B" INVERTER "B" ' M � . (10 St 8 Modules) 1 2 4 CD100-12-12N4 . ' ..� G00 VDO , 5, 480V, 3P • t 6> { " ''�' ME I EK #bY3UKS-100958 ry inmpan�iafi _ • . 12A - 40A U DBI- TIO PROP SE DIREC NAL Company n va. E Re o nergy Corp: J 120 kVA - STEP _ METER # ' California - tot2orp, _. (TYP 10) • TRANSFORMER ARRAY "C" STRINGS 21=30 AY "C" SER _ LOCATED ON NORTHEAST WALL DONGAN #43-120-A5LSTP5 ' 1 -- NmMAmad-8wrdol 80 327 WATT ( ) • _ .. I I 480V/208V AC, 3m - 9NA 7 , P#SPR-E20-327 PHOTOVOLTAIC MODULE •. SMA AMERICA: - DC DISCONNECT STP24000TL-US-10 (480V) "C" 200A y8_ PTC RATING 301:4 W SOLARBOS COMBINER INVERTER "C" _450A(10 Strings of 8 Modules) 1 4 CD100-T2-12N4 5 - 480V, 3P 6 ' '600 VDC . '• • AI KE40A 'A -' R �mM EXISTING 800A600AMP FUSIBLE M N BREA RLOC EDN TH ACDISCONNECT ,(TYP 10)3 OF BUILDING ATSQUARE-D #D326NTR 0 STREETLEVEL600V, 3P, W/ FRS -R-450 •'.LOCATEDON STRINGS 31-40 NORTHEAST WALL.ARRAY"D" BUSSMAN DUALELEMENT FUSEJ(80) SUNPOWER 327 WATT - LOCATED IN ELEC. ROOM N BAR PHOTOVOLTAIC MODULE SMA AMERICA: #SPR -E20-327 = DC DISCONNECT STP24000TL-US-10 (480V)PTC RATING: 301.4 W SOLARBOSCOMBINER "D" INVERTER "D"(10 G BAR M Strings of S.Modules), C', �, g 4 100-12-12N4 5 480V; 3P g r _ Z .. N 600 VDC 40AQ.. ZA (Typ 10) i _ EXISTING'800 AMP MAIN SERVICE Q m Q V 7 ; . ' 208Y/1 20V, 30,,4W, 65K AIC ARRAY "E" STRINGS 41750 - LOCATED ON NORTHEAST WALL r ^ LOCATED INSIDE ELECTRICAL ROOM (80) SUNPOWER 327 WATT £ x c Q' t ('_ , Z Z PHOTOVOLTAIC MODULE SMA AMERICA. #SPR -E207327 DC DISCONNECT STP24000TL-US-10 (480V)': PTC RATING: 301.4 W ` SOLARBOS COMBINER "E" INVERTER "E sof 8 Modules CD100-12-12N4 480V, 3P .6 (10 Strin 9 > 4 . 600 VDC 5 ` ` = QRpFESS/pN LOCATED ON NORTHEAST WALL LOCATED ON Y L pF� �(� _ NORTHEAST WALL CITY OF LA QUINTA rn r 0 BUILDING & SAFETY DEPT. EXP. 30/15 APPROVED Y . i� EZECTRtCPO�C��P FOR CONSTRUCTION 1 ` FOF CALIF. Sheet No. DATE,__..BY SINGLE LINE DIAGRAM - SCALE: E.2 t= ' :. CONDUCTOR Location ' ' Conductor's '. ` ` Conduit Dist. (ft.) 1O (20) #10 AWG PV -WIRE, 600V RATED, (1) #8 EGC CABLE CLIPS 150ft. (longest) 2O: (60) #6 AWG THWN-2, (1) #8 EGC '`3-1/2" EMT, 120ft. (longest) 3O (40) #6 AWG -THWN-2, (1) #8 EGC ' 3" EMT 120ft. (longest) ® (20) #6 AWG THWN-2,.(1) #8 EGC: x" 2" EMT', 5ft. (longest) O '(4)46 AWG THWN-2, (1) #8 EGC .' • ` r . 1".EMT 5ft. (longest) © (4).#6 AWG THWN-2, (1) #8 EGC .^ . 1" EMT 5ft. (longest) 77 (4) 4/0 THWN=2, (1) #2 EGC, (1) #2 GEC 2-1/2" EMT 10ft.'(longest) 0 (8) 250 kcmil THWN-2, (1) #2 EGC,'(1) #2 GEC 3X1/2" PVC :40ft. (longest) O (8) 250 kcmil THWN-2, (1) #2 EGC,'(1) #2.GEC 3-1/2" RMC 5ft. (longest) ` EZECTRtCPO�C��P FOR CONSTRUCTION 1 ` FOF CALIF. Sheet No. DATE,__..BY SINGLE LINE DIAGRAM - SCALE: E.2 t= ' E'. rn Cy z.:g g CD n. t Drawn By: CESAR LOPEZ Date Drawn: '03/17/2015 RevisionNo.' ,• 0 ff EZECTRtCPO�C��P FOR CONSTRUCTION 1 ` FOF CALIF. Sheet No. DATE,__..BY SINGLE LINE DIAGRAM - SCALE: E.2 t= ' DC CIRCUITS FROM MODULES TO JUNCTION BOX MAX VOLTAGE DC = (MODULE Voc + ((25°C -Temp Record Low°C [via www.solarabcs.org]) x T coefV)) X # modules in series MAX VOLTAGE DC = (64.9 +((25°C - 3°C) x. 1766)) X 8 modules in series = 550.3 VOLTS #10 AWG PV WIRE RUNS UNDER SOLAR MODULES, SUPPORTED BY WILEY CABLE CLIPS, AND INTO JUNCTION BOX ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABC.ORG 6.46(Isc) x1.56 [PER NEC 690.8] = 10.1 AMPS •(12 AMP FUSE) #10 PV WIRE = 40 AMPS x 0.58 [PER NEC TABLE. 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 23.2 AMPS >_ 12 AMPS ✓ WIRE MANAGEMENT: WILEY CABLE CLIPS AND GROUNDED USING UNIRAC WEEBLugs AND UGC -I CLIPS ✓ DC CIRCUITS FROM JUNCTION BOX TO JUNCTION BOX OO DC CONDUIT RUNS 1/2" TO 3-1/2" ABOVE ROOFTOP SURFACE 6.46(Isc) x 1.56 [PER NEC 690.8]'= 10.1 AMPS (12 AMP FUSE) #6 AWG THWN-2 = 75 AMPS x 0.58 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 43.5 AMPS 43.5 AMPS X 0.35 [CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 15.2 AMPS >_ 12 AMPS ✓ , ARRAY "A", "B" & "C": 30 STRINGS = (60) #6 AWG THWN-2, (1) #8 AWG EGC 3-1/2" EMT @ 40% FILL PER NEC TABLE CA = (91) #6 AWG THWN-2 WIRES ✓ ARRAY "D" & "E": 20 STRINGS = (40) #6 AWG THWN-2, (1) #8 AWG EGC 3" EMT @ 40%: FILL PER NEC TABLE CA = (69),#6 AWG THWN-2 WIRES ✓ DC CIRCUITS FROM JUNCTION BOX TO COMBINER BOX DC CONDUIT RUNS ON NORTHEAST WALL 6.46(lsc) x 1.56 [PER NEC 690.8] = 10.1 AMPS (12 AMP FUSE) #6 AWG THWN-2 = 75 AMPS x 0.82 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 61.5 AMPS 61.5 AMPS X 0.5 [CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 30.8 AMPS >_ 12 AMPS ✓ 10 STRINGS = (20) #6 AWG THWN-2, (1) #8 AWG EGC 2" EMT @ 40% FILL PER NEC TABLE CA = (26)#6 AWG THWN-2 WIRES J DC CIRCUITS FROM COMBINER BOX TO INVERTER O DC CONDUIT RUNS ON NORTHEAST WALL 6.46(lsc) x 1.25 [PER NEC 215.2(A 1 = 8:1 AMPS x 5 paralleled strings per MPP channel 40.5 AMPS TYP 2 MPP tracker inputs) #6 AWG PV -WIRE = 75 AMPS x 0.82 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 61.5 AMPS 61.5 AMPS X 0.8 [CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 49.2 AMPS >_ 40.5 AMPS ✓ 2 STRINGS = (4) #6 AWG THWN-2, (1) #8 AWG EGC 1" EMT @ 40% FILL PER NEC TABLE CA = (7) #6 AWG THWN-2 WIRES ✓ AC CIRCUITS FROM INVERTER TO LOAD CENTER AC CONDUIT RUNS ON NORTHEAST WALL MAX AC OUTPUT = 29 Amps x 1.25 [Per NEC 215.2(A)1] = 36.3 AMPS (40 AMPS C.B.) #6 AWG THWN-2 WIRE = 75 AMPS x 0.82 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 61.5 AMPS 61.5 AMPS X 1.0 [CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 61.5 AMPS >_ 40 AMPS ✓. L1 L2 L3 N CONDUCTORS = (4) #6 THWN-2 AWG WIRE (1) #8 THWN-2 EGC, (1) #8 THWN-2 GEC 1" EMT @ 40%FILL PER NEC TABLE CA = (7) #6 AWG THWN-2 WIRES J AC CIRCUITS FROM LOAD CENTER TO STEP -TRANSFORMER 7O AC CONDUIT RUNS ON NORTHEAST WALL .MAX AC OUTPUT: 5 INVERTERS x 29 Amps x 1.25 [Per NEC 215.2(A)1]= 181.3 AMPS (CB @ 200 AMPS) 4/0 AWG THWN-2 WIRE = 260 AMPS x 0.82 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 213.2 AMPS >_ 200 AMPS ✓ L1, 1-21 L3, N, EGC, GEC = (4) 4/0 AWG THWN-2 WIRE, (1) #2 AWG THWN-2 WIRE EGC, (1) #2 AWG THWN-2 WIRE GEC 2-1/2" EMT @ 40% FILL PER NEC TABLE CA = (7) 4/0 AWG THWN-2 AC CIRCUITS FROM STEP -TRANSFORMER TO M SERVICE PANEL ® gO AC CONDUIT ISTRENCHED AND RUNS INE TRICAL ROOM MAX AC OUTPUT: 5 INVERTERS X 29 Ajnpex 480V /.208V x1.25 [Per NEC 215.2(A)1] = 418.3 AMPS (FUSE MPS 250 kcmil THWN-2 WIRE = 290 AMPS 0.8 [CONDUIT FILL PER NEC TABLE 510.1 5(13)(3)(a)] =.232 AMPS 225 P '/(PARALLEL CONDUCTORS) L1, L2, L3, N, EGC, GEC = (8) 250 kcmil THWN-2 WIRE, (1) #2 -AWG THWN-2 WIRE EGC, (1) #2 AWG THW - GEC 3-1/2" PVC @ 40% FILL PER NEC TABLE C.10 = (10) 250 kcmil THWN-2 WIRE J 3-1/2" RMC @ 40% FILL PER NEC TABLE C.8 = (10)'250 kcmil THWN-2 WIRE ✓ • MAIN PANEL BACKFEED CALCULATION EXISTING 800 AMP MAIN SERVICE PANEL LINE SIDE CONNECTION TO BE PERFORMED CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE_ --_W I CONDUCTORS M Location Conductors Conduit Dist. (ft.) O (20) #10 AWG PV -WIRE, 600V RATED, (1) #8 EGC CABLE CLIPS 150ft. (longest) 0 (60) #6 AWG THWN-2, (1) #8 EGC 3-1/2" EMT 120ft. (longest) t� (40) #6 AWG THWN-2, (1) #8 EGC 3" EMT 120ft. (longest) CD (20) #6 AWG THWN-2, (1) #8 EGC 2" EMT 5ft. (longest) 0 (4) #6 AWG THWN-2, (1) #8 EGC 1" EMT 5ft. (longest) © (4) #6 AWG THWN-2, (1) #8 EGC 1" EMT 5ft. (longest) O (4) 4/0 THWN-2, (1) #2 EGC, (1) #2 GEC 2-1/2" EMT 1Oft. (longest) (8) 250 kcmil THWN-2, (1) #2 EGC, (1) #2 GEC 3-1/2" PVC 40ft. (longest) t� (8) 250 kcmil THWN-2, (1) #2 EGC, (1) #2 GEC - 3-1/2" RMC 51t: (longest) 1" EMT @ 40%FILL PER NEC TABLE CA = (7) #6 AWG THWN-2 WIRES J AC CIRCUITS FROM LOAD CENTER TO STEP -TRANSFORMER 7O AC CONDUIT RUNS ON NORTHEAST WALL .MAX AC OUTPUT: 5 INVERTERS x 29 Amps x 1.25 [Per NEC 215.2(A)1]= 181.3 AMPS (CB @ 200 AMPS) 4/0 AWG THWN-2 WIRE = 260 AMPS x 0.82 [PER NEC TABLE 310.15 (13)(16) & PER NEC TABLE 690.31(C)] = 213.2 AMPS >_ 200 AMPS ✓ L1, 1-21 L3, N, EGC, GEC = (4) 4/0 AWG THWN-2 WIRE, (1) #2 AWG THWN-2 WIRE EGC, (1) #2 AWG THWN-2 WIRE GEC 2-1/2" EMT @ 40% FILL PER NEC TABLE CA = (7) 4/0 AWG THWN-2 AC CIRCUITS FROM STEP -TRANSFORMER TO M SERVICE PANEL ® gO AC CONDUIT ISTRENCHED AND RUNS INE TRICAL ROOM MAX AC OUTPUT: 5 INVERTERS X 29 Ajnpex 480V /.208V x1.25 [Per NEC 215.2(A)1] = 418.3 AMPS (FUSE MPS 250 kcmil THWN-2 WIRE = 290 AMPS 0.8 [CONDUIT FILL PER NEC TABLE 510.1 5(13)(3)(a)] =.232 AMPS 225 P '/(PARALLEL CONDUCTORS) L1, L2, L3, N, EGC, GEC = (8) 250 kcmil THWN-2 WIRE, (1) #2 -AWG THWN-2 WIRE EGC, (1) #2 AWG THW - GEC 3-1/2" PVC @ 40% FILL PER NEC TABLE C.10 = (10) 250 kcmil THWN-2 WIRE J 3-1/2" RMC @ 40% FILL PER NEC TABLE C.8 = (10)'250 kcmil THWN-2 WIRE ✓ • MAIN PANEL BACKFEED CALCULATION EXISTING 800 AMP MAIN SERVICE PANEL LINE SIDE CONNECTION TO BE PERFORMED CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE_ --_W I VII -0-41 Zi:ll N 11:1 N PV Installation Company ! Renova Energy Corp:. California - 2012 North medcan qw d Sd NABCEP M di co QoCo co 0 M CU M U m <::R rn--0C? c a> °Dk U C V y Vl o^ V) IDW ' >�0 0 nM o � (D � v c ^ a aru VII -0-41 Zi:ll N 11:1 N PV Installation Company ! Renova Energy Corp:. California - 2012 North medcan qw d Sd NABCEP CALCULATIONS sc"` nA Drawn By: CESAR LOPEZ Date Drawn: 03/17/2015 Revision No. 0• No. E.3 M J U c J 0 0 M Z LO Q N W m } 0 Q U M Y ZQ Z a _ D Z) z Q� Q0 A) J J 2 o` CALCULATIONS sc"` nA Drawn By: CESAR LOPEZ Date Drawn: 03/17/2015 Revision No. 0• No. E.3 �; PROPERTY TOP VIEW - r: M, Q o g ATTACHMENT .DETAIL' 2C",0co r�Mc�i; y ca E2 VERTICAL DISTANCE BE EEN ATTAC MENTS / o ., o NOT TO EXCEED 48" ON C NTER U SOLAR MODULE ,.. HORIZONTAL DISTANCE B TWEEN ATT CHMENTS NOT TO EXCEED 4.5 FEET N CENTER END/MID CLAMP RAFTERS ARE 2"x4" AT 2'0.C. S-5! ATTACHED TO STANDING SEAM — SUPPORT RAIL PV Installation Company Renova Energy Corp. California. - 2012 S-5-N MINI'CLAMP :. N BCEP �oQRpF ESS/01vA. q` m p No. C58724 e n O O * Exp.3-31-15 J cm o o aF OF CA 0 W ' Q N www#C, . Loyd W Martin corn N Solar Structures Engineering w M #20.15-817 Structural Only O. Q Q 00 U Z d Z bi. D Ln 7) • 20.4% efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. HIGH PERFORMANCE & EXCELLENT DURABILITY 0 E � SERIES E20 - 327 PANEL I HIGH EFFICIENCY Generate more energy per square foot E -Series residential panels convert more sunlight to electricity producing 36% more power per panel,' and 60% more ener`y per square foot over 25 years. s,a HIGH ENERGY PRODUC ION' Produce more energy per rated watt High year one performance delvers 7-9% more energy per rated watt.3 This advantage increases over fime, producing 20% more energy over the first 25 years to meet your needs .4 O i a 120% : 20 3 More Energy 110% Per Rated Watt 0 8/ more,, - •u 100% < , • _—...�'_` 0 90% 35% more, CL year 25 >. 80% rn C 70% LU Conventional }. 60% N 50% 0 5 10 15 20 25 Years 10% ----------------------------------— --------------------------------- Maintains High ayl��EecvPf� v a> 8% ----- Power at High Temps F !a o No Lightlnduced Mora.) 0 6% Degradation ,.... ?OirrEIP� QHi h Avera a Watts rn 4% ---- - " " ;Better Low•Light and Spectral Response w 2"/o [High -Performance' } 0% 3 Anti Reflective Glass wvvw.sunpower.com 100% 95% 90% 85% 80% 75% SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY 771 POWER WARRANTY 0 5 10 15 20 25 Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25.8 REFERENCES: 1 All comparisons are SPR -E20327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25%/yr degradation vs. 1.0a/a/yr conv. panel. Campeau, Z. et al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Oct 2012. 5 "SunPower Module 40 -Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Second highest, after SunPower XSeries, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77--85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 25' C). 13 Based on average of measured power values during production PRODUCT WARRANTY 10 15 20 25 Years Combined Power and Product defect 25 year coverage that includes panel replacement costs. OPERATING CONDITION AND MECHANICAL DATA ELECTRICAL DATA - 40OF to +1850F (- 400C to +850C) E20-327 E19-320 Nominal Power 12 (Pnom) 327W 320 W Power Tolerance +5/-0% +5/-0% Avg. Panel Efficiency" 20.4% 19.8% Rated Voltage (Vmpp) 54.7 V 54.7 V Rated Current (Impp) 5.98 A 5.86 A Open -Circuit Voltage (Voc) 64.9 V 64.8 V Short -Circuit Current (Isc) 6.46 A 6.24 A Max. System Voltage 600 V UL 8r 1000 V IEC Maximum Series Fuse 15 A Power Temp Coef. -0.38% / eC Voltage Temp Coef. -176.6 mV /'C Current Temp Coef. 3.5 mA / eC REFERENCES: 1 All comparisons are SPR -E20327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25%/yr degradation vs. 1.0a/a/yr conv. panel. Campeau, Z. et al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Oct 2012. 5 "SunPower Module 40 -Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Second highest, after SunPower XSeries, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77--85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 25' C). 13 Based on average of measured power values during production PRODUCT WARRANTY 10 15 20 25 Years Combined Power and Product defect 25 year coverage that includes panel replacement costs. OPERATING CONDITION AND MECHANICAL DATA Temperature - 40OF to +1850F (- 400C to +850C) Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front 8r back Snow: 112 psf, 5400 Pa, 550 kg/m2 front Impact resistance 1 inch (25mm) diameter hail at 52 mph (23 m/s). Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen II Tempered Glass High transmission tempered Anti -Reflective Junction Box IP -65 Rated Connectors MC4 Compatible Connectors Frame Class 1 black anodized (highest AAMA rating) Weight 41 lbs (18.6 kg) 1046 mm [41.2 in] 46 mm 1559 him [1.8 in] [61.4in] See http://www.sunpower.com/focts for more reference informotion. For more details, see extended datasheet: www.sunpower.com/datosheets. Read safety and installation instructions before using this product. www.sunpower.com mDecember 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered Document # 504860 Rev D /LTR US trademarks of SunPower Corporation. Specifications included in this datasheet are subject to change without notice. TESTS AND CERTIFICATIONS Standard tests UL 1703 (Type 2 Fire Rating),'IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004 EHS Compliance RoHS, OHSAS 18001:2007, lead free Ammonia test IEC 62716 Salt Spray test IEC 61701 (passed maximum severity) PID test Potential -Induced Degradation free: 1000V'D Available listings UL, CEC, CSA, TUV, JET, KEMCO, MCS, FSEC 1046 mm [41.2 in] 46 mm 1559 him [1.8 in] [61.4in] See http://www.sunpower.com/focts for more reference informotion. For more details, see extended datasheet: www.sunpower.com/datosheets. Read safety and installation instructions before using this product. www.sunpower.com mDecember 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered Document # 504860 Rev D /LTR US trademarks of SunPower Corporation. Specifications included in this datasheet are subject to change without notice. S` SUNNY TRIPOWERFAMMM 12000TL-US / 15000TL-US / 2000OTL-US /124000 Design flexibility `y System efficiency I Enhanced safetyW Future -proof • 1000 V DC or 600 V DC I • 98% CEC, 98.5% Peak t •Integrated DC AFCI { •Cluster Controller, WebConnect/ • Two independent DC inputs 1000 V DC increases system • Floating system with all -pole Speedwire • 15• to 90• mounting angle range efficiency sensitive ground fault protection Bi-directional Ethernet communications • Detachable DC Connection Unit • OptiTrac advanced MPPT • Reverse polarity indicator • Complete grid management feature set • OptiTrac Global Peak MPPT • Ability to satisfy future utility requirements SUNNY TRIPOWER 12000TL-US / 15000TL-US / 2000OTL-US / 24000TL-US The ultimate solution for decentralized PV plants SMA's new Sunny Tripower TL -US is raising the level of performance for decentralized commercial PV plants. This three-phase transformerless inverter is UL listed for up to 1000 V DC maximum system voltage and has peak efficiency above 98 percent, while OptiTrac Global Peak minimizes the effects of shade for maximum energy production. The Sunny Tripower delivers a future -proof solution with full grid management, and communications and monitoring features. The Sunny Tripower is also equipped with all -pole ground fault protection and integrated AFCI for a safe, reliable solution. It offers unmatched flexibility ®ENGINEERED with a wide input voltage range and two independent MPP trackers. Suitable for both 600 V DC and 1,000 V DC applica- =N GERMANY tions, the Sunny Tripower allows for flexible design and a lower levelized cost of energy. ASSEMBLED22 IN THE USA- I Accessories� E y r --Efficiency curve SUNNY TRIPOWER 24000TLL5 r t t- t R - - lur ontrr q _ S415 ince facSMA CteCol) e _ t 8 /'.... DW485CB11S10 a .._. _. CLCON- 0 a Ell 97 € i� aEta tVw - 700 VI 450 900 as - - EmIV,.-b00V1 v—M - - L� a _. 30.0. _.02 _-- 0.41 06 0.8a 10 r - Output power / Rated power.J -- • StciMard fmures, o OFtio`sal features='Wot'avail-oblei D+ta al'nomindconditions T chncal data] SuonyTripow! Su ny7ri�ower, S.uciy,Tripwve - t 5unnyl.TripOwert 12000TL;U5. 15000T:=USS _4000TL�5 24000TL-U$1 lmputjDC) ax:.ecommended PV power (Q module STC) 15000 F, 18'EC,W.� 35000 W + 30000 y Max47C power 1@cos ro-11 n12250 V'✓ 15 tCS W��?0400 Vi T1 24500= _- Max JC voltage — r-1000 0 1 DCC V=r--w-1000 V. a s X000— .t �1 Feted MPPi voltage range t_ _3 )0 V_.80J} 500Y: _:AO V �E 0 V...BCO V 450,`✓:..SOJ V MPPToperat ng voUage range f 150 V._ 1000 :'1 150 Q. 51.000 VM LSD V...l OG0!/ 150 V°.01 COO V71 �Min.:DCvoltage/.startvoltage.1�;0Y;/188 150W: 188•VF-9oY:/,1EBV 150V/ -188,V" -I =06-ml 0 ml:er of MPP. tracker inputs: 2 - , y - 2 �� 2 - Max..inputcurrent/per.MPPtrackerinpulr .6A/,35 A=3.6A-�33A d.6A/3:A OuOutpr t (AC) n aminal Dower. — 12000 W' • 19Jm W.= 20000 W j 24000RV 4Aax_AC apparent power - 120D0 VAS 15anc=,VA17 F --F20000 — ' 1 24000+V'Aa �Dutput phases / line connections _ _ _ _ _ .. 3 3.N-P,S -4ommal AC voltage • 480 / 277_V .✓'YE PV t AC v�Uaae range - s 7244 V...30: ✓+ !ate AC grid freauencv -r Fib 60 Hz aC £rid frequency /range • 3C Hz • 60 Hz vlox output current t 1:C A 13A:§ 24'A 1 "29.,;"x'1 ?ow.•r. factor at rated power /,adjustable displacement I- f_0.8 Ieading.:.Cl Jagging 1-k Effie ency Mar_efficiency 98.2 A.. �i �E:= %• [" 98.5; 1 _? a 98.S = 9: 5%' 975» 98ti Protection devices _DC teversepolantyprotection: r, a. I—"�..'�'""�'9 •+ ©r♦ , _Ground fault'tnonitonng/.Grid monitoring+ _ I tl I F&IL !j oj,;� '1 All-ple sensitive residual current monitoring unit •71 113- Mal • -DC aFCI'complianttoUL'1699B' [�®�hr1 el 1 7 P 1 3 AC .Bort circuit geoteetion, i r � "' '� . ��, )i1 7 NroEdion class [ overvolttge category. _ , : / I\' G rilV - -I„. h 3�1_ I /.V i Geseral data Features l at . •/.7I a-8/0. 4 t 't/7. 1 *O 3 I:`_..90`IS"r� AO' a 15'F907 3 JL 1741 7L 1998 UL 16WE, =EE 1547, FCC Pb*t5 (tom A8. B)& N/ -SA C22.21 C-7:1.1 ETP _12000TLILS10) OTL-US-10 P 2000aTL•US10r STP 240GOTLUSIO Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email:loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: La Quinta Boys and Girls Club OQROF SSS 49995 Park Ave., o T La Quinta, CA 92253 a! No. C58724 Exp. 3-31-15 Applicable Codes: TFcjvOF c F 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong -Tie or Equal All Concrete Foundations are f = 2500 psi or stronger Original Structure was built to the Type -V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 6 2015-817 Renova Solar Boys and Girls Club La Quinta Date: March 27, 2015 Product Data Sheet D326NTR -Safety Switch ,,600A, Fusible, Class T, 3 -Pole R aS UAFIE D� Technical Characteristics tty Schneider E l ccW 4 List Price $7,569.00 USD Availability Non -Stock Item: This item Is not normally stockec in our distribution facility. Number of Poles 3 -Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating •:„ 240VAC ' Wire Size #4 to 600 AWG/kcmil (AI/Cu) Depth 8.88 Inches Height 49.13 Inches Action Single Throw Ampere Rating 600A Width 24.75 Inches Approvals. UL Listed File: E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/ice proof (indoor/Outdoor) Factory Installed Neutral Yes Fuse Type Class T Disconnect Type Fusible Short Circuit Current Rating 100kA Mounting Type Surface Shipping and Ordering. Category 00059 - Safety Switch, General Duty, Miscellaneous • Discount Schedule DE1A GTIN 00785901003717 Package Quantity 1 Weight 133 lbs. Availability Code Non -Stock Item: This item is not normally stocked in our distribution facility. Returnability Y Country of Origin CA As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in £iis document Generated: 06/30/2010 15:28:14 O 2010 Schneider Electric. All rights reserved. Schmid er 'El ctric Fo,wT*N Pomfing Suc rrw bel '16,4d's Detail Bill of Material Project Name: Boys General Order No: La Alternate No: 0000 :1 of 1 KItemlN6-.ZQty'=P,r'oduct Description 1 Panelboards 42Circuits, 225A, Fully Rated, 480Y/277V 3Ph 4W, Aluminum Bus, 14k AIC, 200A, 3P FD Main Breaker[fop Fed], Surface Mounted Catalog No P2D225BT42AH3R Designation A Qty List of Materials 1 200A, 3P FD Main Breaker 27 1P GHQ Branch Provision Only 5 40A, 3P GHB Branch Breaker 1 Std. Bolted Al Ground Bar (AI/Cu Cable) 1 Panel Nameplate - White with Black Letters 1 Type 3R Enclosure: LWPQ2048 Eaton Selling Policy 25.000 applies. All orders must be released for manufacture within 90 days of date of order entry. If approval drawings are required, drawings must be returned approved for release within 60 days of mailing. If drawings are not returned accordingly, and/or if shipment is delayed for any reason, the price of the order will increase by 1.0% per month or fraction there of for the time the shipment is delayed. Device Modifications: .Ref# Description Notes: i General Information (Sec on 1 of 1) Service Voltage: Main Breaker 200A FD3200, Vert Mtd. 1 3 5 GHB3040 GHB3040 2 4 6 7 s 11 GHB3040 GHB3040 8 1 1 13 15 17 GHB3040 PROV 1 PROV 1 PROV 1 19 PROV PROV z 21 PROV PROV 2 23 PROV PROV z 25 PROV PROV 2 27 PROV PROV z zs PROV PROV 3 31 PROV PROV 3 33 PROV PROV 35 PROV PROV 37. PROV PROV 3 39 PROV PROV a 41 PROV PROV a Blank Cover 3 inches Device Modifications: .Ref# Description Notes: i General Information (Sec on 1 of 1) Service Voltage: 480Y/277V 3Ph 4W Encicsure: Type 3R Bus Rating & Type: 225AAluminum Neutral Rating: 225A Ground Bar: Std. Bolted Aluminum,'Al or Cu cat .e S.C. Rating: 14kA.I.C. Fully Rated Main Device Type: Main Breaker - Top Cable Entry Main Terminals: Mechanical - (1) #14-4/0 (Cu/AI) Neutral Terminals: Mechanical - (1) #6-300 kcmil (CU/.al) Box Catalog No.: LWPQ2048 Trim: Complete Enclosure (Includes Trim) NEG -ALT Number Surface Mounted Box Dimensions: 48.00" [1219.2mm]H x 20.00" [50E.Omm]W x 6.5" [165.1mm]D Min. Gutter Size: Top = 5.5" [139.7mm] Bottom = 5.5" [139.7mm] " Left = 5.75" [146.1mm] Right = 5.76' [146.1mm] Panel ID Nameplate: (1) A Type: Plastic, adhesive -backed (2) 480Y/277V 3Fh 4W Color: White with Black Letters (3) UL —Non -Interchangeable Main Device— Trim Lock: T -Handle Lock Assembly Circuit Directory: Plastic Sleeve with Card Painted Box: ANSI 61 Main Circuit Breaker Trip Type: Thermal -Magnetic Branch Devices Qty Poles Trip Frame Amps kAIC 5 3 40 GHB 100 14 27 1 PROV The Information on this document is PREPARED BY DATE - created by Eaton Corporation. It is disclosed 16 confidence and it is only to JOSE ALONZO 3/26/2015 Eaton APPROVED BY DATE JOB NAME Boys 8 Girls Club, La Quinta be used for the purpose in which it is supplied. DESIGNATION A ` VERSION TYPE DRAVANGTYPE 1.0.0.3 PRL2a Customer Approval, NEG -ALT Number REVISION DWG SIZE G.O.. ITEM S D61N0328XSK7-0000 0 A 1::1 DONGAN ELECTRIC MANUFACTURING COMPANY( �= 2987 Franklin Street, Detroit MI 48207 USA �a Phone: +1313 567-8500 Fax: +1313 567-8828 www.dongan.com (email: dgupta@dongan.com) UOTATION. Customer #: 0001 Quote #: 385937-1 I Price Each Date: 03/24/2015 43-120-A5LSTP5 Salesman #: 50 -------------------------- BILL TO --------------------------- -------------------------- SHIP TO ---------------------- 7 ---- Defined A/C TBD Renova Solar, Inc. 2 2 0 ° C 75-181 Mediterranean Avenue UL, cUL, RoHS Compliant Palm Desert, CA 92211 USA >DOE 10-431-K (NEMA TP1) Dongan Item/Catalog # Qty I Price Each I Ext Total 43-120-A5LSTP5 1 JUSD4770.00 JUSD4770.00 Description I 480Y/277 208Y/120 60HZ SOLAR 5LEG Prim: 480Y/277 Prim Taps: I -- I kVA: 12 0. 0 0 1 Freq: 6 0 Sec: I 208Y/120 Sec Taps: I -- I Phase: 13 Vector Group: YNYN 0 ENCLOSURE: NEMA TYPE 3R, FLOOR MOUNT, VENTILATED COLOR: POWDER COAT RAL7035 (LIGHT GRAY) TERMINALS: ALUMINUM BUSBARS SHIELD: ELECTROSTATIC SHIELD INSULATION: SUITABLE FOR PV INVERTER INSULATION CLASS: 2 2 0 ° C AGENCY APPROVALS: UL, cUL, RoHS Compliant EFFICIENCY: >DOE 10-431-K (NEMA TP1) APPLICATION: SMA TRIPOWER 5*24 kW Inverters PROJECT: Boys & Girls Club DELIVERY: 4 WEEKS ARO NOTES: • Mag. Shunt design • Neutral on Utility Side can be grounded DG QUOTED TO: Royce Jones Payment: 50% ADVANCE WITH PO, BALANCE BEFORE SHIPMENT (CREDIT CARD ACCEPTED) Incoterms: FOB PIONEER OH, USA (ZIP: 43554) Quote Validity: 30 days a . Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com .-www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The' contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code requirBd roof live loads. Attached in this package are several calculations shovAng that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing 2x4 Rafters: - (Assume. max rafter span = 20 feet) W DL+LL 111111711111111777171111 w=25psfx2ft. =50plf R1 R2, '. 20, �OQROF ESS/O/k Total load on rafter = 50 plf x. 20 ft. = 1,000 lbs o . No. C58724. ` . Exp. 3-31-15 F I C/V1V s 9TF CF C Sht # 2 of 6 2015-.817 Renova Solar Boys and Girls Club La Quinta Dater March 27, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.18.04 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing 2x4 Rafters: W DL + LL = 25 psf x 2 ft. = 50 plf W DL = 5 psf x 2 ft. = 10 plf W DL+LL I R1 W DL 20' 3.5' 16.5' Total load on beam = 50 plf x 3.5 ft + 10 plf x 16.5 ft + (4.5'x 2.75'x 3 psf x 6 ) = 563 lbs < 1,000 lbs OK Check attachment of Support to Existing Structure for Wind Uplift I R2 CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE -30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH �oQROFESS/p4,91 EFFECTIVE AREA = 15 SQ FT INTERPOLATION OF WIND UPLIFT FORCE: iY No. C58724 * Exp.3-31-15 `ray C l V k\- Pnet30 = -46.5 psf lF CF C AI�F� Sht # 3 of 6 2015-817 Renova Solar Boys and Girls Club La Quinta Date: March 27, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydw'martin.com Check attachment of Support to Existina Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4.5 ft. x 2.75 ft. = 12.4 sq. ft. ( Max*) Calculate Uplift at each support: ' Pnet = \ K,t I pnet30 Eq'n 30.5-1 ASCE 7-10 I� = 1.35 Wind Speed 130 mph Exposure C Kt =. 1.0 1=1.0 Pnet30,_ 46.5 psf Pnet = 1.35'x 1.0 x 1.0 x (46.5 psf) _ -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x 12.4 sq. ft. = 777 lbs. Note: Section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D +0.6W) Design (Factored) Uplift at each support = 0.6 x 777 lbs = 466 lbs OK. Use S-5 Mini Clamp @ 450.C., attached directly to roof surface as per plans to.Mfrs Instructions 2015- 817 Renova Solar Boys and Girls Club La Quinta Q�tOF ESS/0 �G 9, c� No. C58724 . Exp. 3-31-15 0F CA Sht # 4 of 6 Date: March 27, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 15,000 Sq. Ft. Approximate Effective = 15,000 sq. ft. x 30 psf ave. = 450,000 LBS Seismic Weight DETERMINE BASE SHEAR V=CsW SDS Cs = R EQ'N 12.8-1 ASCE 7-10 EQ'N 12.8-2 ASCE 7-10 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R=4 ORDINARY REINFORCED CONCRETE SHEAR WALLS I = 1.0 IMPORTANCE FACTOR SDS = 2/3 x SMS EQ'N 11.4-3 ASCE 7-10 SMS = FA x SS EQ'N 11.4-1 ASCE 7-10 SMS= 1.0x1.5=1.5 SDs= 2/3x1.5=1.0 1.0 Cs = 4 = 0.25 1 EQ'N 12.8-2 ASCE 7-10 2015- 817 Renova Solar Boys and Girls Club La Quinta QROF ESS/p\ c� � No. C58724 * Exp 3-31-15 sT C/vi� �P C Sht # 5 of 6 Date: March 27, 2015 Loyd W. Martin Solar, Structures Engineering 2510 W. 237th' St. #206 Torrance, CA 00505 Tel: 1'.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com 'EXISTING BASE SHEAR V = 0.25 x 450;000 LBS = 112,500 LBS 'EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 450,000 LBS WEIGHT NEW SOLAR ARRAY, = 3 PS x 400 PANELS x 3.3' x 5.5' = 21,780 LBS NEW SEISMIC = 450,000 LBS + 21,780 LBS 4711780. LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.25 x 471,780 = 117,945 LBS EQ'N 12.8-1 ASCE 7-05. 117,945 LBS - 112,500 LBS % CHANGE _ 112,500 LBS X100 =4.8%<10%. OK OK. PER ASCE 7 -10 -SECTION 11.6.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10%.GREATER THAN EXISTING SEISMIC FORCE. "Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force -resisting system is determined to comply with this standard for a new structure. " End of Calculations ROF ESS10 No. C58724 Exp. 3-31-15 sT CIvk\. �F OF C Al, F% Sht # 6 of 6 2015-817 Renova Solar Boys and Girls Club La Quinta Date: March 27, 2015, Ot 1 If Integrated with Tile Trac° attachments_ n patented HogF7itt(0 system installed with the, 7Ov TP' e attachment _ Patent #b�o;av,' method provi a an; ideal solution for mounting;on a •tile, roof., Tile The Original "Top -Downs' PV Mounting $yttemi., *ac* reduces theposribility'of brok."enktales and leaking roofs, allounng tfi`e installer, tbimake struclarabattaehments 1671he rooflrafter. The Rt�of Tit c installed wathrthet�fe Tj x_Q allows solar support `rdi to;be adjusted to,compensate for unevenaroofs . ` N; ` ROOf hac®b Fast'Jac& protected under] Pate#6,36091, u�he.: patents pending TII¢hac® protected undeN Patent'#5;646 029 r r �d • xU. 7- 4 . _ yy • v.. •WIDE $P d _ �.^Y' 3 y s . f ;IV \.•, y' r ', `fir '"+ y 4 °� �,. .,'. �... ; - s� f � '^.•a , � w, ; 7be Roof TracT support rail was designed ` to conceal all attachment hardware. " All connections are made inside the support ' • „ k t' rail hidden from view. Tile Trac® attachment system is � /llustrated above is how the Tile Trac' ` All exposed aluminum is fully anodized to the perfect base for surface mounting on , _ A . attachmend seamlessl inte rates with the module manufacturer specifications. -; Y g .; composition roofs. It has over 10 sq. inches Roof Trac " mounting system. s * of base to prevent damaging delicate composition shingles.. ' "Patented Slide -N -Clamp . Fu actually andpatented, clamping system ^� v actually changes the structural properties of the , System h w aluminum channel making it significantly stronger This design allows solar modules to be installed at a lower profile to the roof p &Wing a more aesthetically pleasing installation. professional .` Module clamps are specifically &signed,' extruded and SOr engineered for each specifc module frame; Our innovative ; LAR clamping system provides inwaid tension on the module + .products . 5 - ur . frame securing the laminate in the frame a �Integratecl with Fast Jack° attachments' -_55?: _'s.:!u; n:;,ei_^_ C:I cit.-!;r;het,-'r.=!:i seri:c?;:! :..:...g.p f'_ r. =: = -:i -j.. .. ::!5!c!F!u!!.::: uvS!!!_!!r: !::::uu:::::FirRi::.Ei_JF i:!... !::i._ -? . ".._ _....__ - .... .:.........v...v. ... _..._. ,_.v.__.. .:..:, r. ,::.:.. ....:..::..r i ._F: 9!:. r��:v, i_..:..i:.___ �,n•-..?, r. - Th¢ ®n anal To Dotivn PV iHountin S t¢m }awherea shin zsdesared The Fastack asalsolthesolaraindusiraes __ ..:. ging _ _ ... P ....r. 31 Y _ _.._.. _.... . .,....._......... ..._..._._..-_..'. t. ...,...._,... _.........,. _._....1., __. .. ..........�.. .... k........_,...._..__ .._ J._:iM.F__ i..::h: r..... ..• ,-r,'.-.::+:,:1-: =..!::: .;=.r:'I: :_ieiii!ci; i i ._-4..._.,... ..............e. ....._.._..._.v.,..r..n........ s... ..,_...d._L._:.,.._n_a..:.::.:.._:u,tr_v.:c1::u........_......u:::r,2::::::e.::.. n:�:.::n:_.,, ........... ,::c::___, 9:w:ne-:_...._.............,.........,._,.v::::!!vuS::::::hnvS:.rs:v::v, :.........v....,..... ,......._...... 1 ,. ...... ........ ,....�_ .........:.........r.. .. _ .,.. .a._a_.I....._....._... .......v....v..v,..i...+...........v..............1.......,..._.v.,._........x...l__...._..._..._..._L._....-......__...,.._.._.-..1.....,.............,......i .......v.........4..-.., ._.,4:::c::_-::..:: .u,L:v_:c..._..... _ _ _. v.... _ ... ._. .... .. .._ .. ..v. k.4l. .. ..:_r,......_.:.. ..r ... ..............._. _._r._. ... ..... _... .._.... . .. ..._........ .IF('4vuF1._J!:!!:hii! a:::-.......... .. - � '__L:u:::n.._..............v. F Rd = e =,preferred method of attachment for new, constructton oofs , 1 3 n v y { Roof4hac®�67�fa5t�JaC�lt� protected u W,, , Patent #6,360p9:1,x h e rj pa t e n t sI pending 'b TilezTrac® protected unde%Patent#5 G46`,029 r� { Ewa S ti J .;Ine AztJack® attachment ave ;irprovtdes a quack and strong - a� installation solution Our patented: t w Irdesagn places thebolt directly under the stanchion post where it.. - provides the -,in support. This fed- tore al ws standard roo . ashang to � ffl s. . to lay flat on the roof deck. The �r removable post allows flashings to be slipped over the. base_ without damaging surrounding composa M _tion shingles, %llustrated'above u:how the Fast jack°.' L ,attachynent seamlessly integrates unth t ha ncea All rdw with n th su ort'raa l leaving the Roof.7rac mountzng.system pp, •., ng an aesthetically pleasing solar array r' �I Splice Kit The splice kit provides a solution to rigidly lock multiple rail sets,together The splice kit has a feature that'allows for ther ' mal expansion/con_ traction of the rials unthout dariaging - the roof -top! , z L Y F j" professional (800) 84 SOLAR -, i U ,., For�`more i�nfoYY/ZGition you '� �' y '�• SOLAR(805) 383 0802 fax 4630 Calle Quetzal � can visit its on! 46 web at p bducts Camao, CA 93012 U)WW RbbJTYRG GOYi2�? F n ; r • f• r� t The Right Way! n es *5-5! Mini clamps are not compatible with, and should not be used with, S-5! SnoRail`"/SnoFence- or ColorGard' snow retention systems. C 0 L z,^ Cl) M N M d' M N 00 e M0 W 00 The 5-5-N and 5-5-N Mini clamps are each furnished with the hardware shown to the right. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S75 -N is compatible.with mostcommon metal roofing materials excluding copper. All included hardware is 300 series stainless steel. Please visit www.5-5.com for more information including CAD details, metallurgical compatibilities, and specifications. The S -5-N clamp has been tested for load -to -failure results on most major brands of 1" nail strip profiles of standing, seam roofing. The independent lab test data,found at, www.S-5.com can be used for load -critical designs and applications. S-5!® holding strength is unmatched in the industry. Example Profiles 5-S!0 Warningl Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at www.S-5.com for complete Information on patents and trademarks. For maximum holding strength, setscrews should be tensioned and re -tensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 Inch pounds when used on 22ga steel, and between 130 and 150 Inch pounds for all other metals and thinner gauges of steel. Consult the 5-51 website at www.S-S.com for published data regarding holding strength. Copyright 2013, Metal Roof Innovations, Ltd. S-51 products are patent protected. S-5! aggressively protects its patents, trademarks, and copyrights. Versi on 072213. S -5-N Clamp, Two M70 holes located 112" (13mm) from edge of parts 2.00" f (51.00 mm) - 0.49" (12.00 mm) 1.69" �_ (43.00 mm) 1.0T, B 0.71„ (28.00 m 1t&' (18.00 mm) A (16.06,m 7� (14.00 mm) 1.57" (40.00 mm) S -5-N Mini Clamp 1.18" (30.00 m 1.69" (43.00 mm) 2 setscrews M8 hole centered on part 0.49" (12.00 mm) ---- — — �- 1 0.71„ 1.091" 1.02" (18.00 mm) .00m " ,D (26 OO, m 0.56" (14.00 mm) 1.57" (40.00 mm) Please note: All measurements are rounded to the second decimal place. Distributed by Setscrew Advancing Renewable Technology ACCAcme Cable Clips ACME Cable Clips simplify wire management and create a cleaner aesthetic to solar PV arrays. The clips are made of corrosion resistant stainless steel and are designed to prevent damage to cable insu- lation. The easy to install and remove design only requires a flat head screwdriver and can be reused, unlike zip ties. The universal design fits most modules and can hold one or two wires. • Made with corrosion resistant 300 series stainless steel • Dual wire compartments • Special tab for easy installation and removal with flat -head screwdriver • Designed to prevent damage to cable insulation • Sized for USE -2 cable (5-5.4mm) or PV cable (6.8-7.2mm) ACC Holds: 1 to 2 USE -2 wires or 1 PV wire DC Power Systems (800) 967-6917 www.dcpower-systems.com ACC- PV Holds: 1 to 2 PV wires Contact us at: 845.247.4708 www.we-lic.com r Washer, Electrical Equipment B®nd WEEB Patent Pending INSTALLATION INSTRUCTIONS For 'Professional Solar only Please read carefully, before instai'llin . g. a , WEEB-PMC t , WEEBL-6.7 assembly WEEB Bonding Jumper - 6.7 Products are tested to UL 467. UL standard for safety grounding and bonding equipment Document Number 104-0404-000008-010 Wiley Electronics LLC. 2006-2010© —All Rights Reserved . 3098,177 WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminum; galvanized steel, steel and other electrically conductive metal structures. Standard Top Down Clamps The WEEBs used for bonding the PV modules to the mounting rails are compatible with various cross-sections of module frames. The following are examples of module frames that are compatible. Notice that the WEEB teeth are positioned completely under the edge of the module frame. The following is an exam WEEB. The WEEB teet module due to the lip on ple of a module frame that i; h are positioned only partially the top edge of the module. incompatible with the under the edge of the Wiley Electronics LLC. 2006-2010© — All Rights Reserved Top Down Clamps for Lipped Modules The following are a few variations of lipped solar modules mounted with inverted O -shaped clamps. Notice that the force which; the inverted U- shaped clamp exerts is in line with the WEEB teeth. Low -Lipped Module The WEEB-PMC is not compatible with high lipped modules. The WEEB teeth do not intersect with the solar module frame. High -Lipped Module Wiley Electronics LLC. .2006-2010@ —All Rights Reserved e WEEB COMPATIBILITY Module frames like those shown here may have a ridge or lip on the bottom edge of the frame that would prevent the WEEB teeth from fully embedding. 11 Shown here is an example of a groove that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. 11 Shown here is an example of a lip that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. Important Note: Inspect each module frame used with a WEEB to ensure that the bottom mounting face of the frame is flat, and that there are no hinderances to embedding WEEB teeth. Do not use a module with a frame that prevents the WEEB teeth from embedding fully. Wiley Electronics LLC. 2006-2010© — All Rights Reserved WEEB-PMC on Boxed Module Frames Certain module frames do not have enough structural strength to withstand the force required to embed a WEEB. These frames will deform and therefore not allow sufficient penetration of the WEEB teeth. The general requirements for minimum module frame thickness of "boxed" type module frames are illustrated below. -Wiley Electronics LLC. 2006-2010©- All Rights Reserved SYSTEM OVERVIEW Use WEEB-PMC to bond solar modules to module - mounting rail. Use WEEB Bonding Jumper to electrically connect mechanically spliced rails. Important notes Use one WEEBL-6.7 assembly per rail to connect system to equipment ground conductor. 1. Use general purpose anti -seize compound on fastener threads when installing WEEBs. 2. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Wiley Electronics LLC. 2006-2010© — All Rights Reserved WEEB-PMC ASSEMBLY J Clam � .. EB -P ail Sli Pre -assemble WEEB-PMC to mid-clamp.assembly as shown. Pre -assembling WEEB-PMC to mid -clamp assembly will contain the small individual parts, reducing the possibility of losing parts during installation.. - 02 Wiley Electronics LLC. 2006-2010© —All Rights Reserved Slide pre -assembled WEEB-PMC and mid -clamp assembly into position. P-0 Slightly lift solar module and slide WEEB-PMC and mid - clamp assembly into position. WEEB teeth will automatically be aligned under the edge of the module when the mid -clamp assembly is correctly installed. Important note: To correctly install WEEB-PMC, ensure that both sides of the solar modules are completely positioned against the mid -clamp. Refer to WEEB compatibility page for illustrations. Wiley Electronics LLC. 2006-2010© — All Rights Reserved WEEBLUG ASSEMBLY O nrill hnit HParanrP hnlP WEEB teeth towards rail Assemble WEEBL-6.7 assembly ai torque fasteners to 10 ft -Ib / 13.5 N using general purpose anti -seize compound on threads. Important note: WEEB-6.7 that sits under the WEEBLug is for SINGLE USE ONLY! Ensure position is correct before tightening. Wiley Electronics'LLC. 2006-2010© —All Rights Reserved H Wiley Electronics LLC. 2006-2010© —All Rights Reserved Bund e bolt PMC SPLICE KIT ASSEMBLY O .WEEB Bonding Jumper can be used for all rail splices including. expansion joints. WEEB Bonding Jumper. Pro -Solar mechanical splice Torque fasteners. to 10 ft -Ib / 13.5 N -m using general purpose anti -seize compound on threads. i r Wiley Electronics LLC. 2006-2010© —All, Rights Reserved WEEP LUG The WEEB® Lug consists of a WEEB® washer, lay -in lug, and hardware. It is used with one solid or stranded copper wire (14AWG to 6AWG), or two copper wires (12AWG to 10AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay -in lugs, the WEEB® Lug does not require surface preparation on rail or module to install. The WEEB® Lug is installed using stainless steel mounting hardware. When the hardware is tightened the WEEB®washers' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. Copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB® Lug allows it to be installed in a variety of positions. Catalog Item # L x W x H Hole Hardware Torque WEEB-LUG-6.7 30020109 1.60"x 0.71" x 0.47" 1/4 inch hardware - 0.266" included unassembled WEEB-LUG-6.7AS 30020110 1.60" x 0.71" x 0.47" 1/4 inch hardware - included assembled 7 ft. lbs. for terminal screw WEEB-LUG-8.0 30020111 1.60" x 0.87" x 0.47" M8 or 5/16 inch hardware - not included 10 ft. lbs. for mounting WEEB-LUG-8.OAS 50010335 1.60" x 0.87" x 0.47" 5/16 inch hardware - 0.323" included assembled hardware w/ Penetrox-A WEEB-LUG-8.OUN 50023920 1.60" x 0.87" x 0.47" 5/16 inch hardware - included unassembled on threads WEEB-LUG-15.8 30020112 1.60" x 0.71" x 0.47° M8 or 5/16 inch hardware - not included Ai Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-800-346-4175 1-603-647-5299 (International) www.burndy.com • Made of corrosion -resistant, tin-plate copper • Design ensures for easy installation • Available - With WEEB® washer technology -Assembled and unassembled - With or without installation hardware • Low profile design • No surface preperation on rail or module required • Reliability throughout the lifetime of the PV system • Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG • Listed to ANSI/UL 467 by Intertek ETL • CSA Certified to C22.2 No. 41 • Custom designs available upon request Intertek 4004188 atalou�M MOM Item # LxWxH �, . Hole Harder ware..3 WILEYLUG6.7 , 50028861 1.60" x 0.71"x 0.47"Terminabscrew 0.266" included 7 6.'6s. for WEEB'm' not included 'terminal screw', -: WILEYLUG8:0 - :. ', '.:50028866 1.60". x:0.87" x 0.47" • Terminal screw included - 0.323" WEEB?"' not inclded u . 10 ft: lbs. form mounting, , .WILEYLUG8.2 50028869 1.60" x0.71"x0.47"Terminal screw included- WEEB?"' not included hardware w/ Penetrox-A WILEYLUG15.8 50028872 1.60" x 0.71' x 0.47" Terminal.screw included'-, ' WEEBI not included on threads SOLAR Disconnect Combiners ` Bos SolarBOS Disconnect Combiners are ETL listed to UL -1741 for 600 VDC and 1000 VDC photovoltaic systems. This allows installers to further reduce system costs by merging the combiner box with the disconnect switch into one product. Product Features 6 to 36 input circuits W t� 100,200 250, 320, and 400 amp integrated disconnects i i • �� °I 75/90C output terminals 525 dya AW 4 T. NEMA -311, 4 & 4X rated enclosure options - =: ? n® Touch -safe fuse holders • Cover doors with poured -in-place seamless gaskets t r Available Options C+',y,N r,W 0` 4.l �. C. 1 tO (9 �: N�f� D')d rs� String level current monitoring © «„,l d Transient"surge suppression �-- t Compression lugs / Dual output lugs Custom layouts t,f Floating / Bi -polar configurations Pre -terminated input conductors `Mturp* $91EINTyFL� C S mno SolarBOS Disconnect Combiner, 1000 VDC, 250A disconnect switch, 18 input circuits, dual output lugs, NEMA -4 powder coated steel enclosure , DisconnectAmIr paaty 100Amps 200Amps 250 Amps 320 Amp 400 Amps " ' Number oflnputGrcwt3 6to12 8t020 12 to 24 12 to 28 12 to 36 J P,.} In putConductor5¢e(AWG) r 414-8 414-8 414-8 #14-8 #1478 .!.. Max Fuse S!ie (Amps) ! F , yl 30 30 30 30 30 ' fin.! - -: Max Rated uContinuous) 100 200 250 320 400 Crrent (ADC r! - Numberof9utputConductors 2 1 ort 1 ort 1 ort 1 ort a , E! i Output Conductor Srze Range (AWG) F 414-2/0 46 to 350 46 to 350 42 to 600 42 to 600 rFIE SteelEridosure Dunensions(Inches),"N 20x20x6 20x2Ox6/24x24x8 20x2Ox6/24x24x8 24x24x8/24x30x8 24x24x8F24x30x8 Appox Weight Powder Coated or Stainless Steel L i 95 95 45 50 55 (Pounds)' 'Fiberglass Enclosurelnternal D!mens!ons nn es)it!': 18x16x8' 2420x8/24x24x8 24x20x8/24x24x8 24x24x8/24x30x8 24x24x8/24OW ,Ih25- l' `MP AN' Weight Fiberglass(Pounds)•i 30 33 38 65 65 r , r �' : t EriclosureNEMARat!ngs 3R/4/4X 3R/4/4X 3R/4/4X 3R/4/4X' 3R/4/4X " Please note dimensions and weight may vary for floating configurations or any -custom solutions. Please contact SolarBOS for details. 2 Configure your BOS Solutions Online: www.solarbos.com Important note: WEEBs are for SINGLE USE ONLY! Do not torque fastners down if position of solar modules is not finalized. Only slightly - tighten, fasteners to keep modules in place. n , position. of solar Bs are finalized, fasteners to / 20.5 N -m 3eneral purpose size compound gads. Wiley Electronics LLC. 2006-2010©'— All Rights Reserved © WEEB-PMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-PMC C X R = 4 X 1 WEEB-PMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-PMC C X R = 5 X 1 WEEB-PMC NEEDED = [C+1] X R = [5+1] X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Wiley Electronics LLC. 2006-2010© —All Rights Reserved