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BSOL2016-0033Description: ORCHARD/5.232 kW PV SYSTEM - (16) 327W PANELS/(1) INVERTER Type: SOLAR Subtype: Status: FINALED Applied: 2/10/2016 MFA Approved: 2/18/2016 JFU Parcel No: 777030001 Site Address: 51205 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: TM 36297 Block: Lot: 1 Issued: 2/24/2016 RSE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/16/2016 JFU Valuation: $16,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NOTIFIED LILIANA W/ HOT PURPLE ENERGY THAT REVISION 1 Details: LOT 1, PLAN TYPE 4 - 5.232 kW SOLAR ARRAY - (16)327W SUNPOWER SPR-327NE-WHT-D PANELS W/ (1) FRONIUS PRIMO 5.0-1 INVERTER (MASTER SOLAR PLAN SET APPROVAL). [288SF] 2013 CALIFORNIA ELECTRICAL CODE. ADDITIONAL SITES 82 /8 I / 6 4 i Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 11:22:03 AM 1 of 3 WsYsrEMS •• • • liza JmL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTIFIED LILIANA W/ HOT PURPLE ENERGY THAT REVISION 1 E-MAIL JAKE FUSON 5/13/2016 5/13/2016 PLAN WAS APPROVED. ALL FEES FOR THE REVISION WERE INCLUDED AND PAID ON ANOTHER PERMIT (SEE BSOL2016- 0028). PLAN CHECK SUBMITTAL MARY FASANO 2/10/2016 2/10/2016 RECEIVED NOTIFIED ROMEL W/ HOT PURPLE ENERGY THAT THE TELEPHONE CALL JAKE FUSON 2/18/2016 2/18/2016 MASTER SOLAR PLAN SET FOR THE ORCHARDS WERE APPROVED AND PERMIT WAS READY TO ISSUE. Printed: Tuesday, April 11, 2023 11:22:03 AM 1 of 3 WsYsrEMS Printed: Tuesday, April 11, 2023 11:22:03 AM 2 of 3 WsYsrEMS FINANCIAL ,1, SEQID INSPECTION TYPE INSPECTOR CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY PLANS MUST BE REVISED TO REFLECT BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/24/16 R13227 9090 CHECK HOT PURPLE INC RSE Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 STRINGS TO THE INVERTER, WHILE THREE (3) BSA: SOLAR FINAL" JFU 5/10/2016 5/10/2016 PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 2/24/16 R13227 9090 CHECK HOT PURPLE INC RSE FIRST 20 MONITORING SYSTEM AND ASSOCIATED 14 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 2/24/16 R13227 9090 CHECK HOT PURPLE INC RSE FIRST 20 PC Total Paid for ELECTRICAL: $48.34 $48.34 PERMIT ISSUANCE 1 101-0000-42404 1 0 $91.85 $91.85 2/24/16 R13227 9090 CHECK HOT PURPLE INC RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS:ja Printed: Tuesday, April 11, 2023 11:22:03 AM 2 of 3 WsYsrEMS SEQID INSPECTION TYPE INSPECTOR SCHEDULEDCOMPLETED RESULT REMARKS NOTES DATE DATE PLANS MUST BE REVISED TO REFLECT CONSTRUCTION. PLANS SHOW TWO (2) STRINGS TO THE INVERTER, WHILE THREE (3) DISAPPROVE SOLAR FINAL" JFU 5/10/2016 5/10/2016 STRINGS WERE INSTALLED. ADDITIONALLY, A D MONITORING SYSTEM AND ASSOCIATED 14 AWG WIRING WAS INSTALLED AND NOT INCLUDED ON THE PLAN. Printed: Tuesday, April 11, 2023 11:22:03 AM 2 of 3 WsYsrEMS SOLAR FINAL** I JFU I 5/16/2016 I 5/16/2016 I APPROVED RONI) INFORMATION Printed: Tuesday, April 11, 2023 11:22:03 AM 3 of 3 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED THE ORCHARD - DOC 5/13/2016 JAKE FUSON REVISION 1- REVISED REVISION 1- REVISED 1 SINGLE LINE DIAGRAM SINGLE LINE DIAGRAM.pdf Printed: Tuesday, April 11, 2023 11:22:03 AM 3 of 3 WsYsrEMS 111111 . 111111ilii 1111 77 Applicant: HOT PURPLE INC P 0 BOX 261 PALM SPRINGS, CA 92263 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 e B siness and Professions Code, and my License is in full force and effect. License Class: B. C46 License No.: 94 50 Date: Z Contracto 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).: (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.). ( 11, 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 contractors) licensed pursuant to the Contractors' State License Law.). I I 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 Address: Contractor: HOT PURPLE INC P 0 BOX 261 PALM SPRINGS, CA 92263 (760)322-4433 Llc. No.: 940550 WORKER'S COMPENSATION DECLARATION I here a irm 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 t w rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sectio 700.of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensa ion in urance carrier and policy number are: Carr' 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 3 0 of the Labor Code, I shall forthwith comply with those provisions. /A Date: 2�" lI I1� Applica 4 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 stat ws elating to build' construction, and hereby authorize representatives of this cr y to en er upon th.� above-mentioned property for inspection purposes. Date: Z Z Signature (Applicant or Agent C&tyl aida VOICE.(760) 777-7125 78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 2/24/2016 Application Number: BSOL2016-0033 Owner: Property Address: 51205 EVANGELINE WY COACHELLA MUSIC FESTIVAL LLC APN: 777030001 5750 WILSHIRE BLVD STE 501 Application Description: ORCHARD/5.232 kW PV SYSTEM - (16) 327W PANELS/(1) INVERTER LOS ANGELES, CA 90036 Property Zoning: Application Valuation: $16,000.00 Applicant: HOT PURPLE INC P 0 BOX 261 PALM SPRINGS, CA 92263 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 e B siness and Professions Code, and my License is in full force and effect. License Class: B. C46 License No.: 94 50 Date: Z Contracto 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).: (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.). ( 11, 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 contractors) licensed pursuant to the Contractors' State License Law.). I I 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 Address: Contractor: HOT PURPLE INC P 0 BOX 261 PALM SPRINGS, CA 92263 (760)322-4433 Llc. No.: 940550 WORKER'S COMPENSATION DECLARATION I here a irm 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 t w rk for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Sectio 700.of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensa ion in urance carrier and policy number are: Carr' 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 3 0 of the Labor Code, I shall forthwith comply with those provisions. /A Date: 2�" lI I1� Applica 4 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 stat ws elating to build' construction, and hereby authorize representatives of this cr y to en er upon th.� above-mentioned property for inspection purposes. Date: Z Z Signature (Applicant or Agent FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY . AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/24/16 PAID BY ` METHOD RECEIPT # CHECK # CLTD BY HOT PURPLE INC CHECK R13227 9090 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: . $1.00 .. $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 2/24/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY HOT PURPLE INC CHECK R13227 9090 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 2/24/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY. HOT PURPLE INC CHECK R13227 9090 RSE Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT, PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 2/24/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY HOT PURPLE INC CHECK R13227 9090 RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: "1lot� 3),a 4u�� Bin # Of Quinta 14DM Buik tng a Safety Division P.O. Box 1504,78-495 Calle Tamplc* ia.Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ProjectAddmss: 51-251 Madison'Street owner's Name:Coachella Music Festival- LLC A.P.Number. 7.77-030-001 Address:5.750 Wilshire Blvd Legal Description: Pv. Solar Installation Contractor. Hot Purple Energy. City, ST, Zip: Los Angeles, Ca 90036 Telephone: 323.930.5700 PrejectDescription: Address: 810 N. Farrell Dr City, $T, Zip: Palm Springs, CA 92.262 Telephone: 7 6 0 .3 2 2 .4 4 3 3 State Lic.#: 940550 City Lic #; 0109245 2 7-1 Arch., Engr., Designer.�- Address: e . City., ST, Zip: - Telephone: State Lie. M ` Name of Contact Person: Construction Type: Oxupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Unit$: Telephone # of Contact Person: Estimated Value of Project: $176,000. APPLICANT: DO NOT WRITE BELOW THIS UNE fl Submittal Req'd Reed~ . TRACKING PERMIT FEES• Plan Sfts Plan Check submitted item Amount Stryctural Coles. Reviewed, ready for corrections Pian Check Deposit. . I' Vss Calcs. Called Contact Person Plan Check Balance_ Title 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted.'. Mechafilcal Gi-ading plan Z'! Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Gradlog IN HOUSE:- ''d Review; ready for correctionsfissue Developer Impact Fee Planning Approval. Called Contact Person Pub. W.U. APO, Date of permit issue .. School Fees.. Total Permit Fees or — 1 Gene Kelly Client Services gene@ HotPurpleEnergy.com 4ZO M e -L- _ 760 322 4433 office __ ---- 808 285 5953 cell 810 N Farrell Dr Palm Springs, CA 92262 CA Licence No 940550 HotPurpleEnergy.com r U) W 0 z J z W U A Solar PV Installation for: 'o THE ORCHARD Evangeline Way, La Quinta, CA 92253 _j * INSTALLATION TO BE IN SUCH A MANNER THAT THEY ARE DISCREET AND DO NOT DETRACT FROM THE HOME'S ARCHITECTURE. * ALL EXPOSED CONDUIT & BOXES SHALL BE PAINTED TO MATCH ADJACENT SURFACES. * ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKING SHOULD BE PLACED ON ALL AND ABOVE AND/OR BELOW PENETRATIONS AND ALL DC COMBINER AND JUNCTION BOXES. * ADDITIONAL GROUNDING ELECTRODE IS REQUIRED IF RESISTANCE TO GROUND IS 25 OHMS OR LESS PER CEC 250.56 * ALL PV EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTED LAB. * NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. * WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ "LINE AND LOAD" * PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS. THE MEANS OF GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX FEET (CEC 690.4(B)). * PHOTOVOLTAIC EQUIPMENT AND SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE INSTALLED ONLY BY QUALIFIED PERSONS (CEC 690.4(E)). * MARKING IS REQUIRED ON INTERIOR AND EXTERIOR DC CONDUIT, ENCLOSURES, RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER BOXES & DISCONNECTS. * MATERIALS USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT & SUITABLE FOR THE ENVIRONMENT, BE OF ALL CAPITALIZED LETTERS W/ A MIN. HT. OF 3/8 IN. W WHITE ON RED BACKGROUND. E- 0 * MARKING SHALL CONTAIN THE WORDS: Z WARNING: PHOTOVOLTAIC POWER SOURCE" (_(J * CONDUITS SHALL BE SPECIFICALLY MARKED EVERY 10 FT n/ W/IN 1 FT. OF TURNS OR BENDS & W/IN 1 FT. ABOVE & BELOW IL PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. co W 0 0 U J m PROJECT OWNER: COACHELLA MUSIC FESTIVAL LLC. 5750 WILSHIRE BLVD. #501 LOS ANGELES, CA 90036 PH. 323.930.5700 PROJECT TITLE: THE ORCHARDS FEB 10 2010 PROJECT LOCATION: 51-251 MADISON STREET LA QUINTA CA, 92227 CI IY OF LA QUINT COMMUNITY DEVELOP LEGAL DESCRIPTION: PARCELS 1,2, LOT "C", LOT "D", A PORTION OF LOT "B" AND A PORTION OF LOT 3, PARCEL MAP NUMBER 16457, FILED IN P.M.B. OC PTGE-4"T O.R. COUNTY OF RIVERSIDE, STATE OF CALIFO APN 777-030-001, 002, AND PORTION OF 003 SYSTEM SIZE- 5.232 kW MODULES: (16) Module Mfr Model No.: ROMEL FUENTES Systems Designer 760.322.4433 Lic. {:0.5'-".1550 IpCITY OF LA Q I T o BUILDING & SAFE DPT APPRUVED PV -2.0 ROOF PLAN TYP. HOUSE #1 M u_ FOR CONSTRUC 10 z DATEZ iH Zol6BY:T; M _O co PV -2.2 ROOF PLAN TYP. HOUSE #3 SunPower SPR-327NE-WHT-D INVERTERS: ( 1 ) Inverter Mfr.: Fronius Model No.: Primo 5.0-1 E E N p (O U U U N M O C) 0) 0) U M w W rn � N_ t� Z N N 7 3 ` n1 c d U) M c� O O a T-1.0 TITLE SHEET PV -1.0 SITE PLAN C- PV -2.0 ROOF PLAN TYP. HOUSE #1 Z PV -2.1 ROOF PLAN TYP. HOUSE #2 �" M PV -2.2 ROOF PLAN TYP. HOUSE #3 Q PV -2.3 ROOF PLAN TYP. HOUSE #4 PV -2.4 ROOF PLAN TYP. HOUSE #5 PV -2.5 ROOF PLAN TYP. HOUSE #6 W PV -2.6 ROOF PLAN TYP. HOUSE #7 LO W N PV -3.0 SINGLE LINE DIAGRAM _ cU PV -3.1 ARRAY NOTES & CALCS cc U) U PV -3.2 NEC-CEC CODE SHEET W �_ RD -4.0 ENGINEER'S CALCS O a� q J RD -4.1 ROOF DETAILS E— C a PV -5.0 CUT SHEETS .) w' CU , - ---- -- * Drawn by: RF ALL CONSTRUCTION SHALL COMPLY WITH Checked by: BD THE: Date: 2013 CALIFORNIA BUILDING CODES 02.03.16 scale: AS NOTED 2013 CALIFORNIA RESIDENTIAL CODES 2013 CALIFORNIA MECHANICAL CODES - Job Number: 2013 CALIFORNIA ELECTRICAL CODES - Sheet Number: 2013 CALIFORNIA PLUMBING CODES cu 2013 CALIFORNIA ENERGY CODES T-1 O 2013 GREEN BUILDING CODES .0 LA QUINTA MUNICIPAL CODE W Sheet 1 of 15 51-005 EVANGELINE WAY LOT #6 HOUSE TYPE #7 (&�DLZo002-9) 51-045 EVANGELINE WAY LOT #5 HOUSE TYPE #2 QS oL Zoi � . cb3'� 51-085 EVANGELINE WAY LOT #4 HOUSE TYPE #5 V, J. 0 LZJ 1 if - vo( "Z 51-125 EVANGELINE WAY LOT #3 HOUSE TYPE #2 G U- ?kb 16 - 00 51-165 EVANGELINE WAY LOT #2 HOUSE TYPE #3 �SoL 2u Il- - btu? S 0 L 51-205 EVANGELINE WAY LOT #1 HOUSE TYPE #4 ASat--1A(�--0039 LE 51-040 EVANGELINE WAY AVENUE 51 LOT #7 HOUSE TYPE #7 OSCLZoI Ci • 00 Z-`? 51-080 EVANGELINE WAY Y W W C0 Z 0 0 LIL C"'IITFY OF LA QUI BUILDING & SAFETY I APPROVE FOR CONSTRUCTII DATO BY INSTALL NOTES ARRAY TO BE MOUNTED ON 5° TILT, NOT TO EXCEED 18" IN OVERALL HEIGHT • ALL B -VENTS AND PLUMBING VENTS SHALL EXTEND AT LEAST 6" ABOVE THE ARRAY(S). B -VENTS SHALL EXTEND AT LEAST 2' FT. ABOVE THE ARRAY(S) AT HIGHEST PART OF ARRAY WITHIN 10' FT. - UMC 305 AND NEC 110.26 • ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND APPROVED MANUFACTURER'S INSTRUC I IONS SUCH THAT THE ROOF COVERINGS SI IALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. - CBC 1503 ARRAY DESIGN ANALYSIS HAS BEEN PERFORMED AND ALL OBSTACLES EAST, WEST & SOUTH ARE A MIN. 1-112: 1 IN HEIGHT TO AVOID SHADING EFFECTS. SITE P N SCALE: 11MW= 1'-0" Revisions: Date: LOT #8 HOUSE TYPE#3 Systems Designer 760.322.4433 Lic. No. 240550 � s��ur� • �b3 y Cfl O U U L5 o 51-120 EVANGELINE WAY W LU ®LOT #9 HOUSE TYPE #6 < � .�QI 2.A I L; - Do 6 > CD U) u W Eo J z co 51-160 FVANGFI INF WAY o LOT #'10 HOUSE TYPE #1 LTJ � SbLzu6ly • �,� $ I� W q a► �L 0.Q �7 a � Z Z 0 \Q 51-200 EVANGELINE WAY W LJO LOT #11 `V HOUSE TYPE #5 J U r? S-DLZD 14 . �� 1 Y W W C0 Z 0 0 LIL C"'IITFY OF LA QUI BUILDING & SAFETY I APPROVE FOR CONSTRUCTII DATO BY INSTALL NOTES ARRAY TO BE MOUNTED ON 5° TILT, NOT TO EXCEED 18" IN OVERALL HEIGHT • ALL B -VENTS AND PLUMBING VENTS SHALL EXTEND AT LEAST 6" ABOVE THE ARRAY(S). B -VENTS SHALL EXTEND AT LEAST 2' FT. ABOVE THE ARRAY(S) AT HIGHEST PART OF ARRAY WITHIN 10' FT. - UMC 305 AND NEC 110.26 • ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND APPROVED MANUFACTURER'S INSTRUC I IONS SUCH THAT THE ROOF COVERINGS SI IALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. - CBC 1503 ARRAY DESIGN ANALYSIS HAS BEEN PERFORMED AND ALL OBSTACLES EAST, WEST & SOUTH ARE A MIN. 1-112: 1 IN HEIGHT TO AVOID SHADING EFFECTS. SITE P N SCALE: 11MW= 1'-0" Revisions: Date: W W C0 Z 0 0 LIL C"'IITFY OF LA QUI BUILDING & SAFETY I APPROVE FOR CONSTRUCTII DATO BY INSTALL NOTES ARRAY TO BE MOUNTED ON 5° TILT, NOT TO EXCEED 18" IN OVERALL HEIGHT • ALL B -VENTS AND PLUMBING VENTS SHALL EXTEND AT LEAST 6" ABOVE THE ARRAY(S). B -VENTS SHALL EXTEND AT LEAST 2' FT. ABOVE THE ARRAY(S) AT HIGHEST PART OF ARRAY WITHIN 10' FT. - UMC 305 AND NEC 110.26 • ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND APPROVED MANUFACTURER'S INSTRUC I IONS SUCH THAT THE ROOF COVERINGS SI IALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. - CBC 1503 ARRAY DESIGN ANALYSIS HAS BEEN PERFORMED AND ALL OBSTACLES EAST, WEST & SOUTH ARE A MIN. 1-112: 1 IN HEIGHT TO AVOID SHADING EFFECTS. SITE P N SCALE: 11MW= 1'-0" Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 Lic. No. 240550 Cfl O U U L5 o U Y W LU �U; o (6 0) z LL .� N d 7 D Z CD U) u O O Eo J =_ co a o i W q a► �L 0.Q W a � Z Z 0 M LJO Z `V J U L C c~3 O LU C P U) W 3 Drawn by: RF Checked by: BD Date: 02.03.16 Scale: AS NOTED Job Number: Sheet Number: PV -1.0 Sheet 2 of 15 O 1 O u A K CD D D z m O < z� � rn r D w m m 2 Fn 0 D p X nz mcnm z n0 o m m m czn m X G) O D z U) m (ncnK—IC-Km nm O D= c m X 0 0 c x D n --j 0 CO) mnm<0 (0 z0) 0 m o] 0 0 0 w °� M w 0 v= m 0 OC _. pm -Inmmm x z m 0 N D �. m -nzD� Dn - Or � C) X D 0 m �m 0 0 0 z r- � -0 z 0 m ? 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Farrell Drive Palm Springs, CA 92262 ZO W �� ROOF PLANHP 0 (760) 22 4433 officeCn N CD m Evangeline Way License No. 940550 r �• c, Tu 0 A o o La Quinta, CA 92253info@HotPurpleEnergy.com Hot Purple °Energy www.HotPurpleEnergy.com 4J N � � 03 X 0 0 n -a 17- � z it W � 0 � � N 90 � 00 z X $< F �k z\ �7 �G O� o? az �0 k q L � n% 0> M E m x 0 0% f§ Q M o CO) m O m< --low = O m o> o 0 m Sz=�-zCh0 \ \ ®Q§ 0 n I 0 m % � § < q �zm M 0 -X/ �Mo3\k\o z -0 0 ®n m $ / q k q k'o m C) / \ Z � C \ C Z O ®� m @ \��kk/k > 5 c @ -n _ _ M I @ - M O § m o - M/ m m o « (1)K = ;u k 2 \ / 7 \ > m � = z @ / r- 0\o 9 M m o 2$ o 0 r m K I o m¥ 0 O M M m K= m z z o = > > m \\K� �cR /�k\7$ƒ m G) / m k $ q K E z a» O § n m g % O < / w r- z m 2 § / > mok-KR@ o Off® » 2: -n c m H K m /�M-1 m i�) w U)r- 0 ��X zr-w0 km 00 m @ > r E > n i § »m o 0 n g q n 2 m m -n0 $ 0 ® � 0 z m § M r $ 2 o I \ 0 o q 2�2 W m \ % z 0 b 0 > z 0 .n z c z W q q w LM 22�kq�.>/ » 0 o _ a= o >\0_\m* >m �m2/,o\� /ƒ \\\k\k/ U) !Tl » m@mG� r 3Mr-$= O nook i \/$f Q aQ 7 z § \ ( E D� / / M CL E / The Orchard INTEGRATOR: §\§ /\\ \ [ - eokFrelDme Palm SpAp,CA92262 ■ /. E R 0 2 q� ' ROOF PLAN HP 76)3 2-4 3 office a; } 2 Evangeline Way a_e�'s _ \ & � La qU� a,CA 92253 . Hot <Pure@'5 ergy in of 2H ?urlpeE emwc m www.H purlpeE @g.cm § 2 F X 0 0 n -0 17- � z � »b r- X 2 0 z 2 0 z m Cn z\.\ z / 0I m K q O B ¥ m _ > z C: G) ® 3 I A K » >z � / 20 u � | u 0T u) 0 o\ f> Q M 0 � 0 m b 0 0 $ Z \ Z U O �\MM-000 K m * < M 0 m H o m m m mz $ O 2 m / wMz>@-< \ \ 7 m >> 0 -i�0§ m o /mkTzom / \ C \ E Z o _ @ / 0 f R $ > /\cCnk§ M -n o $ 2 C / m 0 : \ m me<c�== > > X q k co q/ co z g 2 m E m -< > o @ -O i \ {D�� � > / Ioa=m - * ; >k��0 INTEGR� R: �o0km*O §rZr- / ; o?$m0Mm ■ . /-�z-u$7 Lo 2 q' r <00ƒ\; �� ��� 0 nook r4§ z //$ƒ o a � m k >m 20 Evangeline Way License � 940550 } � 0 « & C- 7 C M o 2$ 0 0 r m K K o m w 0 O M M m K= m Cn z z O E>> m \0K(n //-n4 0m o X$" 2 k q K E z m> O m 0 m g 4 0< z\ \ Cn M nao�mEn M o zq @ 2 �-n §�m\\mq 3 Cn r- R m O ;uX § -<o \ 0 C) > / /m @ > r E k\§MH o®7qo\ q$-n12c $ 0> d $ K z m 0 7 z < § \ {D�� � / 7 M / 7 / The Orchard INTEGR� R: wg 2 (\\ bi § / ; 81okFrerlDme Palm S rinAzCA92262 ■ . z 0 Lo 2 q' �� �� ��� HP 76)3 2-4 3 omc r4§ a � m k Evangeline Way License � 940550 } � « & � La QUn ,CA §2253 Hot ,Pur�|e!: ergy info@HotPr|peEn mwQm �adPrlpeEn mwcm / 2 F SYSTEM SUMMARY SYSTEM SIZE DC: 5.232 kW SYSTEM SIZE AC: 4.653 kW 3/4" EMT 8 AWG COPPER GROUN (4) 10 AWG THWN-2 ' STRANDED COPPER WIRE WIRES WILL RUN THROUGH ATTIC TO INVERTER LOCATED IN GARAGE SHALL BE CONTAINED IN METAL RACEWAY. NOTES: WHERE DC PHOTOVOLTAIC SOURCE OR OUTPUT CIRCUITS FROM A BUILDING OR STRUCTURE, THEY SHALL BE CONTAINED IN METAL RACEWAYS, TYPE MC METAL -CLAD CABLE THAT COMPLIES WITH 250.118(10), OR METAL ENCLOSURES FROM THE POINT OF PENETRATION OF THE SURFACE OF THE BUILDING OR STRUCTURE TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS. (CEC § 690.31(E)) PV POWER SOURCE CONDUCTORS INSTALLED WITHIN EXPOSED RACEWAY, CABLE TRAYS, AND OTHER WIRING METHODS, COVERS OR ENCLOSURES OF PULL BOXES AND JUNCTION BOXES, AND CONDUIT BODIES IN WHICH ANY OF THEAVAILABLE CONDUIT OPENING ARE USED, SHALL BE MARKED WITH THE FOLLOWING WORD "PHOTOVOLTAIC SOURCE" BY MEANS OF PERMANENTLY AFFIXED LABELS SPACED NOT MORE THAN TEN (10) FEET BETWEEN LABELS. (CEC§ 690.31(D)(3)) ROOF PLAN #5 [LOT #4 & #11] SCALE: 3/32" = V-0" PV ARRAY #1: (16) SUNPOWER SPR-327NE-WHT-D (5° TILT) J C 30A NON-FUSED AC DISCONNECT INVERTERS #1:FRONIUS— PRIM05.0-1 (LOCATED INSIDE GARAGE) MAIN SERVICE: 400A EATON (SPLIT) IV OF LA QUINTPA C' SAFETY U BUILDING OR CONSTRUCTION DATES Y Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 uc. 'Co. 1.40550 E E N V U U N >N M > >. 0) O N U v Lu W i= vi ` o N N M CM LL z nn Z CL c04 O O J CC) C (0 CU It l� !� QQ Cz id � V W LTJ ' a � Z � o Z `" N J rn L LL C fa 00 N =_ N Ocu N W W J Drawn by: RF Checked by: BD Date: 02.03.16 Scale: AS NOTED Job Number: Sheet Number: PV -2.4 Sheet 7 of 15 MAIN SERVICE: 30A NON-FUSED 400A EATON (SPLIT) AC DISCONNECT ROOF PLAN #6 SCALE: 3/32" = V-0" —INVERTERS #1:FRONIUS PRIM05.0-1 (LOCATED INSIDE GARAGE) [LOT #9] PV ARRAY #1: (16) SUNPOWER SPR-327NE-WHT-D (5° TILT) A SYSTEM SUMMARY SYSTEM SIZE DC: 5.232 kW SYSTEM SIZE AC: 4.653 kW 4" EMT AWG COPPER GROUND (4) 10 AWG THWN-2 STRANDED COPPER WIRE WIRES WILL RUN THROUGH ATTIC TO INVERTER LOCATED IN GARAGE SHALL BE CONTAINED IN METAL RACEWAY. CITY OF LA QUI PA BUILDING & SAFETY T. AF'PFI® FOR CONSTRUCTION DATEBY NOTES: WHERE DC PHOTOVOLTAIC SOURCE OR OUTPUT CIRCUITS FROM A BUILDING OR STRUCTURE, THEY SHALL BE CONTAINED IN METAL RACEWAYS, TYPE MC METAL -CLAD CABLE THAT COMPLIES WITH 250.118(10), OR METAL ENCLOSURES FROM THE POINT OF PENETRATION OF THE SURFACE OF THE BUILDING OR STRUCTURE TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS. (CEC § 690.31(E)) PV POWER SOURCE CONDUCTORS INSTALLED WITHIN EXPOSED RACEWAY, CABLE TRAYS, AND OTHER WIRING METHODS, COVERS OR ENCLOSURES OF PULL BOXES AND JUNCTION BOXES, AND CONDUIT BODIES IN WHICH ANY OF THEAVAILABLE CONDUIT OPENING ARE USED, SHALL BE MARKED WITH THE FOLLOWING WORD "PHOTOVOLTAIC SOURCE" BY MEANS OF PERMANENTLY AFFIXED LABELS SPACED NOT MORE THAN TEN (10) FEET BETWEEN LABELS. (CEC§ 690.31(D)(3)) Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 Uc. "40. 1.410550 E E N U U U N > N 0 < C, o C C Cl) m d W W N 0) t`aa�. z° LL C N y an 3 N Z n c� i o_ V7 o Eo - O O 22 toM v 0 cc W W uu � °' I, Z o ftftlo Z `e) L0 N 14 CU L C (Q Q O d c O n/ W J Drawn by: RF Checked by: BD Date: 02.03.16 Scale: AS NOTED Job Number: Sheet Number: PV -2.5 Sheet 8 of 15 n WWK-iL-Km-o 0M--10ZT�z cncncn v O D = c T1 n Dc�mz��� 0FmKK0m� ((nU)Cnn U) N CO)MC-)M<�pm0 O�v�-ml>mcmn mmm 0 OmOD00m* zz0m>Dm KKK r- O o zW *Dzcn X mO�cn cn cncncn nl O O0 ����0 Cf) ��OZ - r- v mmm -n o Km�mrX<MC ZU) m2o D0K CA)M c OD=ncnm*x G)�mNgO-1 ��z N LJ mmTZDcn -< m mnmo-<0< -P. 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Farrell Drive Palm Springs, CA 92262 W g ROOF PLAN 0 (760) 322 - 4433 office 15 ; N CD N -i m Evangeline Way License No. 940550 r o 0 � o La Quinta, CA 92253 Hot P -u r ple 'E n a rg y info@HotPurpleEnergy.com www.HotPurpleEnergy.com 8 I SINGLE LINE DIAGRAM z O = �j m < G O z O D �T D O C m m M M < N T 5 0 < M < �T � m m � m x -j o -j �5 � O X z (f) G) M 0 K W m rn M n O z D r i N I C1 NomooD D D N) o D z cn w .46 < > m M �Z Io O 1 o= m D I 810 N. Farrell Drive Palm Springs, CA 92262 I �0 w n �-0 G) C= (760) 322-4433 office y c) o I I > m z l M I m 0 G) Evangeline Way X rn o Ml o 0I I La Quinta, CA 92253 Hot Purple E:n a rgy info@HotPurpleEnergy.com www.HotPurpleEnergy.com i^ I of " I I 1 wm D� I I z0 1 1 zD I I 0 I c I0 m� I 1 00 I 0 z Zn z 0 rn 00 I z71 I m I 0 I I I I I I I I I � I I D I G I I � I 1 � I 1 N I I � I I o I z I I I 0 I I I I J I III G)�-------1 1 I m �T � m m � m x -j o -j �5 � O X z (f) G) M 0 K W m rn M n O z D r i N I C1 NomooD D D N) o D z yC) .46 < > m M �Z N >;z0 N 3 g o W Z o= m CD T. o D C) Cj) 810 N. Farrell Drive Palm Springs, CA 92262 om w n n -0Z �rn O� rn ;0 o;0 T X O z C N D o G) D ao � D G) m U) G) m O c Z z w O _Pt M �Wc<0�CID S. x D w0 -n Dm 0 r0 0 Cn0 .. m U� C� z 0) 0- oN m U) X� wo N -n 4 z S� M 21 TI 0 U)W(1) mmm KKK (nU)U) C mm� 0) N w N CD z C3 � = D� N � g The Orchard INTEGRA TOR: N 3 g o W Z CD T. 810 N. Farrell Drive Palm Springs, CA 92262 �, w o.. SINGLE -LINE DIAGRAMHP (760) 322-4433 office y M —� Evangeline Way License No. 940550 r� � C. o O o La Quinta, CA 92253 Hot Purple E:n a rgy info@HotPurpleEnergy.com www.HotPurpleEnergy.com i^ PV MODULE RATINGS (@- STC (NEC 690.8) MODULE MAKE SUNPOWER MODULE MODEL SPR-327NE-WHT-D MAX POWER -POINT CURRENT (Irma) 5.98 A MAX POWER -POINT VOLTAGE (Vrma) 54.7 V OPEN -CIRCUIT VOLTAGE (Voc) 64.9 V SHORT-CIRCUIT CURRENT (Isc) 6.46 A MAX SERIES FUSE (OCPD) 20 A MAXIMUM POWER (PMnx) 327W MAX VOLTAGE (TYP 600VDc) 600 V VOC TEMP COEFF (mV/°C X or %/°C D -176.6 mV/°C IF COEFF SUPPLIED, CIRCLE UNITS 2,400 NOTES FOR ARRAY CIRCUIT WIRING 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECT AMBIENT TEMPERATURE 0 °C 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE 50 °C 3.) 2005 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47°C IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 °C). FOR LESS THAN 9 CURRENT -CARRYING CONDUCTORS IN ROOF -MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47°C OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90°C CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12 -AMP OR SMALLER FUSE. b) 10 AWG, 90°C CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15 -AMP OR SMALLER FUSE. 4.) [705.12(D)(2)]: TOTAL SOLAR + GRID LOAD NOT TO EXCEED 120% OF BUSS RATING. SYSTEM NOTE PV BREAKER SHALL BE LOCATED OPPOSITE END OF BUSS FROM UTILITY POWER. (ARRAY #1 RATING) TABLE 310.15 AMPACITY: 10 AWG THWN-2: 40A TEMP. CORRECTION FACTOR: .82 [TABLE 310.15] NEW AMPACITY = 40A x.82 = 32.8A 6.46 (Isc) x 1.56 = 10.08A (NEC 690.8) CONDUCTOR: [ 10.08A (Isc) < 32.8A (10 AWG/THWN-2 ALLOWABLE) ] CONDUIT: [ (4) 10 AWG/THWN-2 (MAX) 3/4" EMT ALLOWABLE ] 120% RULE [705.12(D)(2)] A. BUSS RATING: 400 A x 120% = 480 A B. MAIN OCPD 400 A + SOLAR OCPD 30 A = 430 A NOTE: B:5 A NOTES FOR INVERTER CIRCUITS 1.) TOTAL OF 1 INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN [705.12(D)(2)]? YES ❑X NO ❑ NOTES FOR ALL DRAWINGS: OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE@ REFERENCES SHOWN AS (NEC 240) SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) SOLAR PV SYSTEM AC POINT OF CONNECTION AC OUTPUT CURRENT 26 A NOMINAL AC VOLTAGE 240 V THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) INVERTER #1 RATINGS [ NEC - 690.8 INVERTER MAKE FRONIUS INVERTER MODEL PRIMO 5.0-1 MAX DC VOLT RATING 600V MAX POWER @ 40°C 5000W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 20.8A MAX OCPD RATING 30A 20.8A x 1.25 = 26 = 30A 750 (INVERTER #1 RATING) SIGN FOR DC DISCONNECT PHOTOVOLTAIC POWER SOURCE RATED MPP CURRENT 11.96 A RATED MPP VOLTAGE 437.6 V MAX SYSTEM VOLTAGE 581.5 V MAX CIRCUIT CURRENT 16.15 A WARNING: ELECTRICAL SHOCK HAZARD - LINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION TABLE 310.15 AMPACITY: 10 AWG THWN-2: 40A TEMP. CORRECTION FACTOR:.82 [TABLE 310.16] NEW AMPACITY = 40A x.82 = 32.8A 26A (Isc) < 32.8A (10 AWG/THWN-2 ALLOWABLE) CONDUIT SIZING SCHEDULE ARRAY #1 (DC ) No. of Conductor Fill Conductors Derating Factor Conduit Fill SIZE (4) #10 AWG 0.40 22.76%% 3/4" EMT (1) #8 GR. ( 22.76%% < 40%) CITY OF LA QUINTA BUILDINGG& SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY IF LOAD CALCULATIONS SQUARE FEET LIVING 3,636 3 10,908 GENERAL APPLIANCELOAD,500 4 6,000 REFRIGERATOR 1,440 1 1,440 MINI REFRIDGERATOR 750 2 1,500 GARBAGE DISPOSAL 1,200 2 2,400 DISHWASHER 1,440 2 2,880 ICE MACHINE 1,200 1 1,200 OVEN 9,600 1 9,600 MICROWAVE OVEN 1,200 2 2,400 EXHAUST HOOD 900 2 1,800 CLOTHE'S DRYER 5,600 1 5,600 CLOTHE'S WASHER 1,500 1 1,500 SOUND SYSTEM 1,800 1 1,800 GARAGE DOOR OPENER 500 2 1,000 FAU'S 1,500 3 4,500 LANDSCAPE CU H M< O U 5,000 POOL/WATER FEATURES 0 m c N Cy 15,000 TOTAL Drawn by: RF 74,528 WATTS A/C (3 -TON AVERAGE) 3 @ 100% 02.03.16 13,500 1 ST 10,000 @ 100% Sheet Number: 10,000 REMAINDER @ 40% 29,811 TOTAL 53,311 WATTS DIVIDED BY 240 V 222.13 AMPS RECOMMEND 400 AMP SERVICE Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 uc. No. 340550 E E (O U U U >N� T>. •ern 2) CM o C C (aj co v m W ww °' a� a� `c rnz° n n LL C N H 3 Z n M Iu a.. 0_ O O � Eo J =_ Co �10 O 0 i � C W Q W Z � O n U J Q U M LO C6 (V CU H M< O U L z C (6 0 m c N Cy > Q W J Drawn by: RF Checked by: BD Date: 02.03.16 Scale: AS NOTED Job Number: Sheet Number: PV -3.1 Sheet 11 of 15 2 Or = o x D �r�Q1T1 m m Z r cn Do mrz,�zm ��oo mrnzm CAC z N �r-r- ■ z �Nr-rOn� pcnccnD o m �mpcnc(nD _M11 0 cm _ D ��o0=pz_Cn z�nzm oz�,z--Inz • z ��m�� ©� _ C mMij DSCC p��zD poll O�—�zD Zr< o � mD2D;p -p•DF� <D z�m�o D<<D =mZ . �pZ .. 0 m=m n� pOC�D� mz z Dz �mn m G u _ oou�C�n� • O m�U)D �D ., mO��ncnD C �z=� ��zlin� mCm O=� �OOZDOz mOn�z zp��Zpz � pz�LOP cn oc�c= mmzu z w m neo 0 IF„ CD Z cr 2 >`° o M a o The Orchard INTEGRATOR: N (n;0 god Cn 810 N. Farrell Drive 3 �, Sr Z p N w g o.. `` X NEC-CEC CODE SHEET ® Palm Springs, CA 92262 (760) 322 - 4433 office Z m m Evangeline Way License No. 940550 rnl �• ? o N o La Quinta, CA 92253 Hot Pu r p fe 'Energy info@HotPurp[eEnergy.com www.HotPurp[eEnergy.com 0 0 VINCI & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805-486-4700 Subject: Static load test results for the following: MountingS System Min Rail Height Max Span (in.) I Maximum Frame Maximum Frame Load Equivalent Wind Speed Weight / attachment point: 40 (in.) Length* (in.) Width* (in.) (lbs/ft2) (mph)** RoofTrac® 2-1/2 72 65(77**) 40 50 125(100**) TEST SETUP (as shown in attached drawing detail): Three modules, as specified above, were bolted to 2.5" ta I I Professional Solar Products (PSP) patented RoofTracO support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTrace support rail was attached to the PSP RoofTrac® structural attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" SS lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 72" on center. TEST PROCEDURE (as shown in attached drawing detail): The test set up was top loaded to above specified load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re -loaded to above specified load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", with no permanent deformation. The maximum uplift deflection was recorded at 0.250", with no permanent deformation. This document certifies the RoofTracO mounting system used with the modules, as specified above, withstands the stated static pressure load, equivalent to the stated wind speeds". The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bon attachment should be installed using the proper pilot hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up to a maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed into a roof member or blocking with a 5/16" diameter screw at each Fast jack location. Screws shall have minimum of 2 % penetration into framing member for zone 1&2, and a minimum of 3" penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each corner of the roof) This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including, but not limited to Fast)acke , TileTrace, and FoamJacke) can be interchanged with this system. Check with local building department or AH1 for site specific requirements. *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included in this engineering **Wind loading values relative to defined load values using wind load exposure (125 mph for 5/12 roof pitch or less; 100 mph for greater than 5/12 roof pitch) and gust factor coefficient "exposure C" as defined in the 2012(IBC) /2013(CBC). For 77" x 40" module, equivalent wind speed derated to 100 mph. ***Module tested: 64.6" x 39.4" x 1.7" (sln) ****Est. snow load rating of 25 Ib/ft2 based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40" module) 175 E. Wilbur Rd, Suite 103 Page 1 of 2 Thousand Oaks, CA 91360 RT -6 Module Area = 18 ft2 each 72" —�I Approx 20" max IF— overhang F Total module (45 lbs ea.) and rail (12 lbs ea.) weight: 159 lbs Number of attachments: 4 ea Weight / attachment point: 40 lbs Area: 54 ft2 Distributed weight: 2.95 Ib/ ft2 1 r I I I • 5/16" Stainless : Steel Hex bolt 5/16" Stainless Steel ILock Washer ,Aluminum ProSolar 1Inter-Module Clamp ,Aluminum ProSolar I Rail nut ,2-1/2" Aluminum ProSolar RoofTrac® Support Rail 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented FastJack® Roof Attachment* I 5/16" Stainless Steel Lag Bolt ' and Flat Washer w/ 3-1/2" Embedment *Lab tested structural attachments manufactured by Professional Solar Products (including Fastlacke , TileTrace, and FoamJacke) can be interchanged with this system. Professional Solar Products RoofTrac® Patent# 6,360,491 Photovoltaic mounting system Page 2 of 2 CO CR E T Ll Top Load Deflection: 0.313" C R E Up lift Deflection: 0.250" Rooffraco Solar Modules Static load test illustration RT -6 Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 Lic. .1410. 13410550 E E N U U U N > N t7) p) M 0 N Q M o C C m .2 `m C13rn Z 2.n LL C,4 Q N Z()M _ u 0 0 o Eo Ri a .. Q _W U1. la U J Q M U Ln N is Q U W U W c M O Z N �_ Z F"— W W � Drawn by: RF Checked by: BD Date: 02.03.16 Scale: AS NOTED Job Number: Sheet Number: RD -4.0 Sheet 13 of 15 Om �m 0O xO �m z D Z Z 0 D r - /u r n i c0 '2m O XOr� r Z K _ D O T N n D 1 1 DmZZp mW, r m, � m, o z �u,s 0 M s�� z —� 0Mo z OD rm� m m a) D m v ��o Q, z O .0°N z zv� 0�D 0 nD �++ m , M Dmm C) 0 Cn D D +/- 8Y4' I I i � I > O ml I (nn ml I M DI I �u 4 rl I z * (@ I D G) I l LA =II � I mD �c -mi0 =?o I ;o O ;u rl I D T m D �:n DDI I 0m ODI I r I D0 I I r--nII I I II I II I I U r � Z O z Z r � m D Cn 2 m �APPRX. 1'-034' mm>o Ozrm r n i c0 '2m m X X XOr� r Z K _ D (n n T N r D 1 1 DmZZp r (t , Im�� O o 2 m R1 J Z D OCn W Z 0 z OD Q° 0 D H P(760) ° z Z ��o II ° ° .0°N v zv� 0�D � O nD �++ rO X < , T N Dmm C) 0 Cn v D m O IVA (n N g v Z G1 nr z Qom II 0F)M o�� I I I U) 00 M I I I y Q -- -� 00 N I I I r z I I I m p X D_ r n i c0 '2m m X X r z mN o m v z AT. 1 D 1 1 O _r ;0 N °o cn ¢ ., Z 0 (7 17 W`` O H P(760) ° z Z z _ ° ° .0°N v m C� ; -VMo v RACKING, FLASHING & BONDING ° `'°e"Se "°. 94°55° v ° m O T N O z 0 r n i c0 '2m A x 0z v X-0 A A o v z mN o m v z o � z'o vm M 0 A z v z D m N 810 N. Farrell Drive Palm Springs, CA 92262 0 ., Z 0 N o 17 W`` `J 3 127 D" O a � ` z INTEGRATOR: m N 810 N. Farrell Drive Palm Springs, CA 92262 0 ., Z 0 N o 17 W`` O H P(760) 322-4433 office z _ v0 0 .0°N .i1-0 Z m C� ; -VMo v RACKING, FLASHING & BONDING s xn: `'°e"Se "°. 94°55° v C) z� m O 0)4 zm T o s Z 3 127 D" o a � ` The Orchard INTEGRATOR: wg K N m � o' W H. m N 810 N. Farrell Drive Palm Springs, CA 92262 3 ., Z 0 N o 17 W`` ROOF DETAILS H P(760) 322-4433 office ' y m RACKING, FLASHING & BONDING `'°e"Se "°. 94°55° -- rn Evangeline Way v 00 o co o La Quinta, CA 92253 Hot P�u r p 1'e Sn e r g y info@HotPurpleEnergy.com www.HotPurpleEnergy.com Power Warranty vss� �1re este SIM lsw 0 iiiiiii zo zs a More guaranteed power: 95% for first 5 years, -0.495/yr. to year 25.1 REFERENCES. 1 All comparisons are SPR -E20-327 vs. a representative conventional panel: 250N1, approx 1.6 rn, 153% efficiency. 2 Typically 7-9% more energy per wan. BEW/DNV Engineering SunPcwer Yield Report; tan 2013. 3 SunPower 025%tyr degradation vs. 1.0%,yr mrw panel. Campeau, Z. et al. "Sunlnower Module Degradation Rate; Sunl ower white paper, Feb 2013: Jordan, Dirk. SunPower Test Report," NREL Qt -2015. 4 "SunPo+ver Module 40 -Year Useful Life" SunPuwer white paper. May 2015. Useful life is 99 out of 100 panels operating at more than 70% of rated power 5 Second highest, after SunPOWef X -Series, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 6 8% more energy than the average of the top 10 panel companies tested in 2012 (,, 51 pare6, 102 companies), Photon International, Fcb 2013. 7 Compared with the top 15 manufacturers. SunFovver warranty Review, May 2015. 8 Some resMctions and exclusions may appy See warranty for deoils. 9 5 of top 8 panel manufacturers tested in 2013 report, 3 additional panets in 2014. Ferrara. C., et al. "Fraunhofer P/ Durability Inidat ve for Solar Modules Part 2". Photovoaaics International, 2014 10 Compared with the non -stress -tested control panel. Atlas 25. Duraol ry test report. Feb 2013, 11 Standard Test Conditions (1000 W/m? Irradiance, AM 1 S. 25" Q. NRE, calibration Standard. SOMS current, LACCS FF and Voltage. 12 Based on average of measured power values during P-oductim 13 Type 2 fire rating per UL 1703:2013. Class C fire raging per UO 703.2002. 14 See sales person for details. Product SunPareer Sraditionai r Combined Power and Product defect 25 year coverage that includes panel replacement costs. a Data Standard tests" Tests Certifications UL1703 (Type 2 Fire Rating), IEC 61215, IEC 6' 730 SPR -E20-327 SPR -E19320 Nominal Power (Pnom)11 327 W 320 W Power Tolerance +5/-0% +5/-0% Avg. Panel Efflciency12 _ - 20.4% _ 19.9% Rated Voltage (Vmp) 54.7 V 54.7 V Rated Current (Impp) 5.98 A 5.86A Open -Circuit Voltage (Voc) 64.9 V 64.8V Short -Circuit Current (Sc) 6.46 A 6.24 A Max. System Via tae 600 V UL & 1000 V IEC Maximum Series Fuse 45A 15 A Power Temp Coef. p> z LL CN -0.38% / °C Voltage Ternp Coef. -176.6 mV / °C Current Temp Coef. u 3.5 mA / IC REFERENCES. 1 All comparisons are SPR -E20-327 vs. a representative conventional panel: 250N1, approx 1.6 rn, 153% efficiency. 2 Typically 7-9% more energy per wan. BEW/DNV Engineering SunPcwer Yield Report; tan 2013. 3 SunPower 025%tyr degradation vs. 1.0%,yr mrw panel. Campeau, Z. et al. "Sunlnower Module Degradation Rate; Sunl ower white paper, Feb 2013: Jordan, Dirk. SunPower Test Report," NREL Qt -2015. 4 "SunPo+ver Module 40 -Year Useful Life" SunPuwer white paper. May 2015. Useful life is 99 out of 100 panels operating at more than 70% of rated power 5 Second highest, after SunPOWef X -Series, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 6 8% more energy than the average of the top 10 panel companies tested in 2012 (,, 51 pare6, 102 companies), Photon International, Fcb 2013. 7 Compared with the top 15 manufacturers. SunFovver warranty Review, May 2015. 8 Some resMctions and exclusions may appy See warranty for deoils. 9 5 of top 8 panel manufacturers tested in 2013 report, 3 additional panets in 2014. Ferrara. C., et al. "Fraunhofer P/ Durability Inidat ve for Solar Modules Part 2". Photovoaaics International, 2014 10 Compared with the non -stress -tested control panel. Atlas 25. Duraol ry test report. Feb 2013, 11 Standard Test Conditions (1000 W/m? Irradiance, AM 1 S. 25" Q. NRE, calibration Standard. SOMS current, LACCS FF and Voltage. 12 Based on average of measured power values during P-oductim 13 Type 2 fire rating per UL 1703:2013. Class C fire raging per UO 703.2002. 14 See sales person for details. Product SunPareer Sraditionai r Combined Power and Product defect 25 year coverage that includes panel replacement costs. a 32 mm (1.3 M) LONG 510E rr mm R,9 tri) sNoR"vK TECHNICAL DATA FRONIUS PRIMO INPUT DATA PRIMO 3.8-1 Recommended PV power (kWp) i o (, u k l y IIA; IhA Total max. DC current operating voltage ran e e Nominal input voltage 410V MPP Voltage Ran a 200 - CIO) V PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2-1 -LO 7.b 1.w 4.8.9.3 k�b 0.1 11.7 1. b1 G 11.7 kV1' ISAi18A j,..... 18A/18A 18A;lb .A 36 A 80 V - 600 V s 420 V 420 V I to A -I10 C 240-480V 240-480V 2;0 -1f;1 -V Z7n -i SOV OUTPUT DATA Data Standard tests" Tests Certifications UL1703 (Type 2 Fire Rating), IEC 61215, IEC 6' 730 Qualit Certs ISO 9001:2008, ISO 14001:2004 _ EHS Compliance Sustainability ROHS, OHSAS 18001:2007 lead free: REACH SVHC 155, PV Cycle Cradle to Cradle (eligible for LEED points)14 Ammonia test IEC 62716 Desert test 10.1109/PVSC.2013.6744437 - Salt Spray _test PID test IEC 61701 (maximum severity) _ Potential -Induced Degradation free: 1000Vz Available listings UL, CEC, CSA, TUV, JET, MCS, FSEC 32 mm (1.3 M) LONG 510E rr mm R,9 tri) sNoR"vK TECHNICAL DATA FRONIUS PRIMO INPUT DATA PRIMO 3.8-1 Recommended PV power (kWp) i o (, u k l y IIA; IhA Total max. DC current operating voltage ran e e Nominal input voltage 410V MPP Voltage Ran a 200 - CIO) V PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2-1 -LO 7.b 1.w 4.8.9.3 k�b 0.1 11.7 1. b1 G 11.7 kV1' ISAi18A j,..... 18A/18A 18A;lb .A 36 A 80 V - 600 V s 420 V 420 V I to A -I10 C 240-480V 240-480V 2;0 -1f;1 -V Z7n -i SOV OUTPUT DATA Data Temperature 40°F to +185°F ( 40°C to SS`Q _ Impact resistance_ 1 Inch (25mm) diameter hall at 52 mph (23 m/s) Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen II Tempered Glass - High transmission tempered Anti_Reflecive Junction Box IP -65, MC4 Compatible Weht 41lbs (18.6 ) -_ G3 FRAMEPROFILE G5 Frame: Wind: 62 psf, 3000 Pa, 305 kg/m2 front & back 20.8A 25.0A 31.7A Snow: 125 psf, 6000 Pa, 611 kg/m2 front Max load G3 Frame: Wind. 50 psf, 2400Pa, 244 mz front &back � Snow: 112 psf, 5400 Pa, 550 kg/M2 front Frame Class 1 black anodized (highest AAMAratin ) 32 mm (1.3 M) LONG 510E rr mm R,9 tri) sNoR"vK TECHNICAL DATA FRONIUS PRIMO INPUT DATA PRIMO 3.8-1 Recommended PV power (kWp) i o (, u k l y IIA; IhA Total max. DC current operating voltage ran e e Nominal input voltage 410V MPP Voltage Ran a 200 - CIO) V PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2-1 -LO 7.b 1.w 4.8.9.3 k�b 0.1 11.7 1. b1 G 11.7 kV1' ISAi18A j,..... 18A/18A 18A;lb .A 36 A 80 V - 600 V s 420 V 420 V I to A -I10 C 240-480V 240-480V 2;0 -1f;1 -V Z7n -i SOV OUTPUT DATA 25 FRAME PROFILE P "' `i PRIMO 7,6-1 aiNounV. C-11 bl. Nla, „utprll pr1 240 V 46 mm ER 1558 mm 11.8 (61.3 in] in] 3o m 1 3800 W 760.322.4433 L'c. No. 840550 Ni c utmuousoutputcurrent G3 FRAMEPROFILE 1046mm 20.8A 25.0A 31.7A 34.2A «-.T_cRo,waek r [41.2 in] � M 0 0 Q M o T_ �L Recommended OCPD/AC breaker size 240 V 20 A FLS 32 mm (1.3 M) LONG 510E rr mm R,9 tri) sNoR"vK TECHNICAL DATA FRONIUS PRIMO INPUT DATA PRIMO 3.8-1 Recommended PV power (kWp) i o (, u k l y IIA; IhA Total max. DC current operating voltage ran e e Nominal input voltage 410V MPP Voltage Ran a 200 - CIO) V PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2-1 -LO 7.b 1.w 4.8.9.3 k�b 0.1 11.7 1. b1 G 11.7 kV1' ISAi18A j,..... 18A/18A 18A;lb .A 36 A 80 V - 600 V s 420 V 420 V I to A -I10 C 240-480V 240-480V 2;0 -1f;1 -V Z7n -i SOV OUTPUT DATA `` PRIMO 3.8-1 P "' `i PRIMO 7,6-1 1 Nla, „utprll pr1 240 V Sano w 5000 W 6000 W 7600 W 8200 W ROMEL FUENTES Systems Designer 3800 W 760.322.4433 L'c. No. 840550 Ni c utmuousoutputcurrent 240V t j.h \ 20.8A 25.0A 31.7A 34.2A > (V > > < . 18.3 A :.. 28.8 A 1M i .M' M 0 0 Q M o 2) 21 C Recommended OCPD/AC breaker size 240 V 20 A 30A A;+� 40A 45A p> z LL CN X35 C4c Z M 0- LL Max. Efficiency u %.7% 96.9% 96.9% 960 '- 97.0% 2 2 °o 96.0 "<, Admissable conductor size AC O AWG 14 - AWG 6 C Frequency O 60 Hz Total harmo,. t. ion 17 W P-Crla,in, kostpu, rl a 0.851 incl./cap �a� PRIMO 10.0-1 PRIMO 11.4-1 PRIMO 12.5-1 PRIMO 15.0-1 Recommended PV power (kWp) � a ° J 1 0 l_',', 9.1 13.7 kW 1 t I 1 7.I l \ : 12.0 18.0 kW Total max. DC current ,l 51 A Operating voltage range f Ln 80 V - 600 V N ., N (Q a ,-. Nominal input voltug, y e9 415 V 420 V 425 V 440 V .1 � W c: 6 Is MPP Voltage RaW U) F- J LU ' '0+an 240 - 480 V 260- 480 V 320 - 480 V _ iise holt(en Checked by: .I mg .. : 7W ..._. - Number of MPPT Date: 2 TA PRIMO 10.0.1 PRIMO 11.4-1 M012.5-1 Job Number: Max. output power 240 V v) 5 6N 1 1 101 A 12500 W 15000 W Sheet 15 of 15 9' w 11400 w Max. continuous output current 240 V! I r. A 47.5 A 52.1 A 62.5 A .1m;... 9 1 A Recommended OCPD/AC breaker size 240 V 60 A 60 A 70 A 80 .A _>,.. A � 0A Max, Efficiency� 96.7 AWG 10 - AWG 2 copper (solid /stranded / fine stranded)(AWG 10 copper or AWG 8 aluminium for over t Trent protective devices Admissable conductor size AC up to 60A, from 61 to 100A minimum AWG 8 for copper or AWG 6 aluminium has to be used) , AWG 6 AWG 2 copper(s(,lid / stranded) MultiContactWirin able with AWG 12 Grid connection I {tux, 60 Hz Total harmonic distortion -� Power factor (cos qi..j 0 1 inclAap- ., -, GS frames have no mounting holes. Please read the safety and irstallation guide / Perfect Welding/ Solar Energy/ Perfect Charging Document 4 504860 Rev E ATR US WE HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING THE LIMITS OF POSSIBILITY. I Wlrctlrr, ..cldlug mclutulug.. plmuvulwiLs or balterY maruing tecnrmoEv - our goal is clearly dehlned- to M tho inn."unn kad- With amuud 3,300 employees worldwide, we shift the limits of what's possible -our record of over 900 granted patents is testimony to this. While others progress step by step, we innovate in leaps and bounds, just as we've always done. The responsible use of our resources forms the basis of our corporate policy. Further )nfur ,a about all Fron,us products and our glo6d seln partners and repn,..1.1iv can Is, found a www.fronivamm .os ar.y zot s EN ca- 0 cus sunsnEc Fronius USA LLC 6797 Fronius Drive Portage, IN 46368 USA pv-support-usa@fronius.com www.fronius-usa.com Revisions: Date: ROMEL FUENTES Systems Designer 760.322.4433 L'c. 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See individual design sheets for each truss design identified on INDIO TRUSS he placement drawing. The building designer is responsible for temporary 45-491 GOLF CENTER PKWY The Orchards Address nd permanent bracing of the roof and floor system and for the overall ® INDIO, CA. 92201 [ructure. The design of the truss support structure including headers, is the building designer. T. (760) 347-3332 Plan 4/5 xx ams, walls, and columns the responsibility of or general guidance regarding bracing, consult "Bracing of Wood Trusses" F. (760) 347-0202 11111 Designer : Rocc Date :10/26/15 vailable from the Truss Plate Institute: BuildingMaterials and 583 D'Onifrio DriveMadison, WI 53179 4'0" t 31'(r i 4'(r r 10" 23' Cr T I his is a truss pincement aingram omy. ese trusses are designed as individual building components to be Builder / Developer : xx ncorporated into the building design at the specification of the building esigner. See individual design sheets for each truss design identified on INDIO TRUSS a �, he placement drawing. The building designer is responsible for temporary 45-491 GOLF CENTER PKWY The Orchards Address nd permanent bracing of the roof and Boor system and for the overall 1• INDIO, CA. 92201 ructure. The design of the truss support structure including headers, T. (760) 347-3332 House 6 xx ams, walls, and columns is the responsibility of the building designer. F. (760) 3470202 For general guidance regarding bracing, consult "Bracing of Wood Trusses" vailable from the Truss Plate Institute: BuildingMaterials and 583 D'Onifrio DriveMadison, WI 53179 Designer : Rocc Date : 11/06/15 Censtructien Sertricet; 1.. V, Ko 20'2" 23'0" lnrs is a mass pincement anagram onry. ese trusses are designed as individual building components to be Builder / Developer : rot ncorporated into the building design at the specification of the building esigner. See individual design sheets for each truss design identified on INDIO TRUSS he placement drawing. The building designer is responsible for temporary 45-491 GOLF CENTER PKWY The Orchards Address nd permanent bracing of the roof and Boor system and for the overall INDIO, CA. 92201 ructure. The design of the truss support structure including headers, is building designer. T. (760) 347-3332 House 7 "" ams, walls, and columns the responsibility of the or general guidance regarding bracing, consult "Bracing of Wood Trusses" F. (760) 3470202 Designer: Rocc Date : to/z6/t5 vailable from the Truss Plate Institute: Buddfn Materiels and 9 583 D'Onifrio DriveMadison, WI 53179 COASCI7ICL%On SeCVlCBS _. _ _._