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BSOL2021-0213
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Solar Permit Number: BSOL2021-0213 Property Address: 53335 ROSS AVE APN: 767680007 Legal Description Property Zoning: Valuation: $47,000.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 11/17/2021 ISSUED DATE: 05/16/2022 CALIFORNIA Owner: MADISON CLUB 30 P O BOX 33080, FORT WORTH, TX 92253 Applicant: CARMEN MESHACK 45350 SAN LUIS REY, PALM DESERT, CA 92260 Contractor: CARMEN MESHACK / 988895 45350 SAN LUIS REY, PALM DESERT, CA 92260 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 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 Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] 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).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, 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 it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) 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. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being 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 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 5/6/25 1:49 pm Page 1 of 3 Permit Type: Solar BUILDING PERMIT Permit Number: Property Address BSOL2021-0213 53335 ROSS AVE JO TRUST/15.17kW PV SYSTEM - (41) 370W PANELS/(2) INVERTERS *** 15.17kW SOLAR ARRAY - (41) 370W REC SOLAR REC370TP4-BLK PANELS + SOLAREDGE P370 OPTIMIZERS W/ (2) SOLAREDGE SE760OH-US INVERTERS + 100A PV SUBPANEL [820SF] 2019 CALIFORNIA BUILDING CODES. #111# JO TRUST/15.17kW PV SYSTEM - (41) 370W PANELS/(2) INVERTERS *** REVISIOI 1 - UPDATED INVERTER LOCATION, CONDUCTOR AND CONDUIT TYPE AND LOCATION, AND LOAD CENTER LOCATION. System Size (kW DC) 15.17 PV Strings (EA) 4 PV Miscellaneous 1 Equipment EA Type Group Sq Ft Value Invoice No. Fee PERMIT-BSOL2021-021 RE -INSPECTION FEE 3 HOURLY CHARGE - CITY BUILDING STAFF RECORDS MANAGEMENT FEE PERMIT ISSUANCE PV SYSTEM GREATER THAN 10KW PC RE -INSPECTION FEE TECHNOLOGY ENHANCEMENT FEE PV SYSTEM GREATER THAN 10KW RE -INSPECTION FEE BSAS SB1473 FEE PV SYSTEM MISC EQUIPMENT HOURLY CHARGE - CITY BUILDING STAFF PV SYSTEM MISC EQUIPMENT PC Total for Invoice PERMIT-BSOL2021-0213 Grand Total for Permit Fee Amount Amount Paid $83.37 $83.37 $167.00 $167.00 $11.00 $11.00 $105.60 $105.60 $41.68 $41.68 $83.37 $83.37 $5.00 $5.00 $41.68 $41.68 $83.37 $83.37 $2.00 $2.00 $27.79 $27.79 $167.00 $167.00 $27.79 $27.79 $846.65 $846.65 $846.65 $846.65 Workflow Step / Action Name Action Type Start Date End Date Inspections v.1 11/17/2021 0:00 ---------------------------------------------------------------------------------------------------------------------------------------- ROUGH ELEC v.5 Inspection ------------------------------------------------ SOLAR FINAL** v.9 ---------------------------------------------------------------------------------------- Inspection ------------------------------------------------ SOLAR FINAL** v.8 ---------------------------------------------------------------------------------------- Inspection ------------------ - - - - -- - -------------------------------------------------------------------------------------------------------------- ROUGH ELEC v.4 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL** v.7 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL** v.6 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- ROUGH ELEC v.3 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL** v.5 Inspection SOLAR FINAL** v.4 Inspection ROUGH ELEC v.2 Inspection Printed: 5/6/25 1:49 pm Page 2 of 3 BUILDING PERMIT Permit Type: Solar Permit Number: BSOL2021-0213 Property Address: 53335 ROSS AVE ROUGH ELEC v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL"" v.3 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL"" v.2 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- SOLAR FINAL"" v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the iurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the buildina official. Printed: 5/6/25 1:49 pm Page 3 of 3 VECTOR E Il G I FIE E R S VSE Project Number: U2398.0023.211 November 9, 2021 Southern California Energy Alternatives 45-350 San Luis Rey Palm Desert, CA 92260 BSOL2021-0213 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE W 05/16/2022 N,, j 15.17kW PV SYSTEM REFERENCE: Springers Llc Residence: 53335 Ross Avenue, La Quinta, CA 92253 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code: California Building Code, 2019 Edition (2018 IBC) Risk Category: II Design wind speed, Vult: 110 mph (3-sec gust) Wind exposure category: C Seismic: Importance factor, I: 1.00 Mapped spectral response accelerations: SS: 1.51 g S 1: 0.71 g Site class: D Spectral response coefficients: SDS: 1.007g SDI: 0.805g Seismic design category: D Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" threaded embedment into framing at max. 72" o.c. along rails (2) rails per row of panels, evenly spaced; panel length perpendicular to the rails not to exceed 67 in. Rail cantilever shall not exceed 50% of connection spacing. Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2019 CBC, Section 1607.13.5). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2019 CEBC are met and the structure is permitted to remain unaltered. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com VSE Project Number: U2398.0023.211 Springers L1c Residence T O R 11/9/2021 E n G I n E E R S The solar array will be low -profile (no more than 10" above the roof surface). Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight (and resulting seismic load) of 1.9%. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2019 CEBC. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site -specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.) and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC 11 /09/2021 Jacob Proctor, P.E. CA License: 70567 - Expires: 06/30/2023 Project Engineer Enclosures JSP/isa 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com JOB NO.: U2398.0023.211 TSUBJECT: SEISMIC LOADS YE n G I n E E R S PROJECT: Springers Llc Residence CHECK INCREASE IN OVERALL SEISMIC LOADS Estimated Roof Dead Load 10.0 Solar Dead Load 3.0 % Roof Covered 6% Equiv. Total Dead Load 10.2 Addt'I Seismic Weight 1.9% psf psf psf Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight (and resulting seismic load) of 1.9%. Because the increase is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2019 CEBC. Thus the existing structure is permitted to remain unaltered. JOB NO.: U2398.0023.211 TO R SUBJECT: WIND PRESSURE E n G I n E E R S PROJECT: Springers Llc Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-16 SITE -SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 110 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: (GCrn)nom, 0°<=w<=5° Enclosure Classification: Enclosed Buildings Zone 1 (GCrn)nom: 0.82 Figure 29.4-7 Zone 2 (GCrn)nom: 1.08 (negative coeff.) Zone 3 (GCrn)nom: 1.23 a: Z9 [ft]: Kh: Ke: KZt: Kd: Velocity Pressure, qh [psf]: YE: Yc: YP: WIND PRESSURES: Zone 1, p [psf] Zone 2, p [psf] Zone 3, p [psf] 9.5 Table 26.11-1 900 Table 26.11-1 0.85 Table 26.10-1 1.00 Table 26.9-1 1 Equation 26.8-1 0.85 Table 26.6-1 22.3 Equation 26.10-1 1.50 Section 29.4.3 0.94 Section 29.4.4 1.20 Section 29.4.4 Equation 29.4-5 p = g h (GC,,), (GC,,) = (Y,)(Y,)(Y E)(GCrn) nom 30.7 psf (1.0 W) 40.6 psf (1.0 W) 46.3 psf (1.0 W) (2h = 30 ft) "�vVECTOR E n s i In E E PROJECT: Springers Llc Residence Calculate Uplift Forces on Connection Zone 1 Zone 2 Zone 3 Pressure (0.6 Dead -0.6 Wind) Max Trib. Width Width (psf) (ft JOB NO.: U2398.0023.211 SUBJECT: CONNECTION Max Trib. Max Uplift Areal Force (ft2) (Ibs) 16.6 6.0 16.8 279 22.6 6.0 16.8 378 26.0 6.0 16.8 435 Calculate Connection Capacity Lag Screw Size [in]: Cd: Embedment3 [in]: Grade: Nominal Capacity [Ibs/in]: Number of Screws: Prying Coefficient: Total Capacity [Ibs]: Determine Result Notes 5/ 16 1.6 2.5 DF (G = 0.5) 266 1 1.4 760 NDS Table 2.3.2 NDS Table 12.2A Maximum Demand [lbs]:l 435 Lag Screw Capacity [Ibs]: 1 760 Result: Capacity > Demand, Connection is adequate. 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max. Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 67". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. YE fl G I TOR n E E R S PROJECT: Springers Llc Residence GRAVITY LOADS JOB NO.: U2398.0023.211 SUBJECT: GRAVITY LOADS Roof Pitch: 1 0.0 :12 Design material ROOF DEAD LOAD (D) weight [psf) Rolled Asphalt 2.0 1 /2" Plywood 1.0 Framing 3.0 Insulation 0.0 1/2" Gypsum Clg. 0.0 M, E & Misc 0.0 Total Existing Roof DL 6.0 PV Array DL 3.0 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psq 20 ASCE 7-16 Table 4.3-1 Roof Live Load With PV Array [psf] 0 2019 CBC, Section 1607.13.5 YETn G I n E E R S PROJECT: Springers Llc Residence Summary of Loads D [psf] Lr [psf] S [psf] Maximum Gravity Loads: JOB NO.: U2398.0023.211 SUBJECT: LOAD COMPARISON Existing With PV Array 1 1 Existing With PV Array (D + Lr) / Cd [psf] 21 10 ASCE 7-16, Section 2.4.1 (D + S) / Cd [psf] 7 10 1ASCE 7-16, Section 2.4.1 (Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr) Maximum Gravity Load [psf]:l 21 1 10 Ratio Proposed Loading to Current Loading: 1 48% OK The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2019 CEBC are met and the structure is permitted to remain unaltered. WEIGHT LOADING ANALYSIS Solar Electric Installation MADISON CLUB -LOT 30A Residence _53335 ROSS AVE, LA QUINTA,CA 92253 Contractor: Southern California Energy Alternatives November 17, 2021 Analvsis of dead load weiaht added by installation of solar arra REC SOLAR-#REC370TP4M-BLK-solar module weight No. of solar modules Total weight of modules Weight of each Professional Solar Products "Roof Trac" rack set No. of rack sets Total weight of rack sets Total weight of solar array Height of each module Width of each module Area of one module Area of entire solar array Weight of solar array per unit No. of stanchions connected to rafters with lag screws Weight loading per vertical pipe 40.78 pounds pounds pounds pounds pounds feet feet square feet square feet pounds/square foot pounds/connection 41 1,672 40 10.3 407 2,079 5.6 3.3 18.6 762.2 2.7 48 42.9 See attached sheets for engineering information on the Professioal Solar Products "Roof-Trac" racks. 11/17/2021 21-038_Madison-Lot 59A_Weight Load Analysis_10-27-21.xls No. of modules, DC and AC rating Inverter DC and AC DC and AC watts of M of inverters oT moauie emciency sic caicuiation system system 41 370 14790.75 watts 15,170 watts -DC 15.2 kW -DC 345.6 97.5% 13,815 watts -AC 13.8 kW -AC Inverter nameplate Inverter efficiency 2 7600 99.0% Note: total watts -AC of system cannot exceed the total nameplate watt rating of the inverters TOTAL DC WATTS TOTAL AC WATTS 11/17/2021 21-030_Burghardt_System Watt Ratings_09-03-21.xls 240vac 14790.75 watts 15,170 watts -DC 15.2 kW -DC 13,815 watts -AC 13.8 kW -AC REE TWINPEAK BLAEK SERIES PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE FREC TwinPeak 4 Black Series solar panels feature an -.aestheucaLLy-pteasing.full-btack.design_vrith high panel; efficiency and power output, enabling customers to get the most out of the space used for the installation. Combined with industry -leading product quality and the - retiabilrtyflf a�trorrga��abtisf�PdC-urop�an brand, REC. TwinPeak 4 Black Series panels are ideal for residential and commercial rooftops worldwide. JF� -. �I II►AN y P1D •����� '�� \` FREE MORE POWER FEATURING RECS PIONEERING 100% !UPER-STRC N OUTPUT PER FV TWIN DESIGN PID FREE FRAME REC TWINPEAK 4 BLACK SERIES 0 I y y ,7sse2s1s9.i0sa,1_ _ 84S r33271 4SS r17911 ❑ © 1100 (43.31= O� s.s:o.2 (02210,011 0 c 11302 �« 10.43 30.11 tos:o 205aO.Sl r200 i41,21 Cell type: 120half•cut mono c-Si p-typecells 6 strings of 20 cells inseries Glass: 0.13"(3.2 mm) solar glass with anti -reflection surface treatment Backsheet: Highly resistant polymeric construction (black) Frame: Anodized aluminum (black) Junction boy: 3-part. 3 bypass diodes. IP68 rated in accordance wlth IEC 62790 Cable: 12 0G(4mm2)PV wire.43 +47'(L1 m _1.2 m) in accordance with F.N50618 Connectors: StaubliMC4PV-KBT4/KST4,12AWG(41ti In accordance with; EC 62852 IP68 only when toner ted Origin: Made in Singapore -�-' asosl _ Dimensions: 691 x40.94 x 1.2 in (1755 x1040 x 30 mm) 22.s (0.91 638 it f25.1 10041 r 3oll ,I Area 19.70sgft(1.83m7) sumewem+bbamm Weight. 44.01bs(20.0 kg) Power Output-P,,,r,x(Wp) 355 360 365 370 Watt ClassSorting-(W) 0/+5 0/+5 0/+S 0/+5 Nominal Power Voltage -V,,o,(V) 33.5 33.9 34.3 34.7 Nominal Power Current -I,,,,,(A) _ 10.60 10.62 10.65 10.6E Open Circuit Voltage -Va(V) 40.5 40.6 40.8 41.0 Short Circuit Current- I, (A) 11.19 11.26 11.32 11.38 Panel Efficiency(%) 19.4 19.7 20.0 20,3 Values at standard test conditions (STC: a: mass AM 1.5, uradiance 1000 Wlnn , temperatwe 2S'C ) based on a production spread with a tole-arce of P,,_ V , & L- t3%within ore watt cis ss."Where xxx ind sates th-nominal power class (P,.,,) at STC above Power Output-P,,,,,(1a4p) 269 272 276 Nominal Power Voltage V,,,,(V) 31.4 31.7 321 NominalPowerCurrent -1,,,(A) 8.56 8.58 8.60 Open Circuit Voltage -V,IV) 37.9 38.0 38.2 Short Circuit Current-1-,(A) 9.04 9.10 9.15 Noimnal moduleoperatingtemwatve (NMOT- air mass AM 1.5, irradiancee00 W/ma, temperature 20'C. windsaeed 1 roils) 'Wtwe xxx lndicates the nominal power class (P .) atSTC indicated abum IEC 61215:2016, IEC 61730:2016, UL 61730 (Pending) 150140012004. ISO 9001:2015. OHSAS I800 L2007. IEC 62941 OVE 0% Into ,k Operational temperature 40...+185°F(-40...+85"0 Maximumsysten voltage. 1000V Maximum test load (front): -7000Pa(146psf)' Maximum test load (rear): -4000 Pa (83 S psf)' Max series fuse rating: 25 A Max reverse current: 25 A -See install ation manual for mounting Ins tructions. Oe sign toad • Test toad /1 S (safet y fac tor) 280 Nominal Module Ope•aungTemperature: 44.6°C1t2'Cj 32.5 Temperature coefficient of P,,,.: -0.34 %/`C 8.63 emperature coefficientof V.: -026 VT 38.4 emperaturecoefficient oflu: 0.04%/'C 919 -The temperature coefficients stated are linear values REC PraTrust- it `:Standard; TEMPERATURE RATINGS TypicalbwirradianceperformanceofmoduleatSTC. Installed byyrREC Certified Sdar No Yes Yes Professional _ ' n 5 tem Size An c25 kW 25-500 kW Product Warranty (yrs) 20 25 25 PowerWarranty(yrs) 25 25 25_ Labor Warranty(yrs) 0 25� 10 , Power in Year 1 98% 98% 98% Annual Degradation 0.5% 0.5% 0.5% Power in Year 25 86% 86% 86% tr:adiarcelw/ms) See warranty document s for details, Condltlonsapply, -_ Founded in 1996. REC Group is an international pioneering solar energy company dedicated to empowering consumers with clean, affordable solar power. As Solar,s Most Trusted. REC is committed to high quality, innovation, and a low carbon footprint in the solar materials and solar panels it manufactures. Headquartered in Norway with operational headquarters in Singapore. REC also has regional hubs in North America. Europe, and Asia -Pacific 0 REC www.racgroup.com Single Phase Energy Hub � Inverter with Prism Technology � For North America )E3000H-US / SE3800H-US / SE6000H US / SE7600H-USAA m 712-225�7� m o 0 m solar+,,,. _HD . 0 0 o _J � o Optimized battery storage with HD -Wave technology / Record -breaking 99% weighted efficiency with 200% DC oversizing / Small, lightweight, and easy to install / Modular design, future ready with optional upgrades to: DC -coupled storage for full or partial home backup / Built-in consumption monitoring / Direct connection to the SolarEdge smart EV charger sof&redge.com / Multi -inverter'', scalable storage solution / Integrated arc fault protection and rapid shutdown for NEC 2014, NEC 2017 and NEC 2020, per article 690.11 and 690.12 / Embedded revenue grade production data, ANSI C12.20 Class 0.5 solar -• Single Phase Energy Hub Inverter with Prism Technology for North America SE3000H-US / SE380OH-US / SE6000H-US / SE7600H-UST SMART ENERGY CAPABILITIES (-omurnf;t,un Metenn3 Built - in Battery Storage With Backup Interface for service up to 200A. Up to 3 inverters', ISM t)a;kup power', and 60kY1h backup capacity EV Charging Direct connection to Smart EV charger ADDITIONAL FEATURES Supportei Communication Interfaces P.S485, Ethernet Wt-h (optional). Cellulm ' Revenue Grade Metering. ANSI C12 20 Built - m' Integrated AC, DC and Communication Connection Unit Yes, Inaerter Commissioning with the SetApp mobile application using bud'-n Wr-Fi Access Point for 1c al cons Lion DC 4bhage Rapid Shui (PV and Battery) Nes, according to NEC 2014, NEC 2017 and NEC 2020 690 12 STANDARD COMPLIANCE Safety UL1741, 11i SA, Ul 169413R, Ut ICA8. 111954Q CSA 22 2 Grid Ccnnection Standards IEEE1547, Rule 21 Rule 1411 Emissions FCC part 15 Class B INSTALLATION SPECIFICATIONS AC Output t.OMUIT Size / AWG Ra,x3e 3/4" maximum 1 14-8 AWG I I" maximum / 14.6 AWG EV AC Output Conduit Sze /AWG P..ange 3/4" maximum / 14-8 AWG 1" maximum y 14-6 AWG DC Input (PV) Conduit Size / AWG Range 3/4" maximum / 14.8 AWG I" maxmum / 14-6 AWG DC Input (Battery) Conduit Size / A4VG Range 3/4" maximum 1 14-8 A%VG I" manmum / 14.6 AVIG Dimensions with Connection Unit (HxWxD) 17 7 X 14 6 X 5 8 / 450 X 370 X 174 in / mm weight svn[h Connection Unit 26 / 118 3021137 Ib / ky Noise < 25 d6A CODIin►] Natural COni ection Operating Temperature Range -40 to t 1-10 / -40 to -60 F /'C Protection Rating NEMA 4X • pending firmware upgrade (1) These specifications apply to inverters with part numbers SExxxxH-USS3xxxxx or SE760011-1-USSSHxxxx and connection unit model number DCD-IPH-US-PxH-F-t (2) For other regional settings please contact SolarEdge support (3) Not designed for standalone applications and requves AC for commissioning (4) A higher current source may be used. the inverter will limit its input current to the values stated (S) When connecting two lG Chem RESU batteries, each battery must have a different part number (6) For consumption metering current transformers should be ordered separately. SEACTOISO-20ONA-20 at SEACTOISO-40ONA-20. 20 units Per box (7) For both 5-yr and 12-yr data plans Customer is responsible for verifying that the site location has adequate mobile coverage by the third party service proveder pnor to any installation by accessing https//w ..solaredge.com/ products/communication,rcellularcommunication optionsli SolarEdge stall not be responsible or liable for unavailability or discontinuance of network coverage in a specific area or region, any network downtime, or permanent service shutdown 8l Full power up to at (east 50'C / 122'F, fnr pacer de -rating information refer to hops //iwm solaredgecom/sites,!default,'flex/se-brmperature-Berating- note -hepdf Connecting CTs to the Revenue Grade and Consumption Meter Service Dane! C 7 C 7 C � C 7 Single Phase Energy Hub Inverter with Prism Technology 0® CT IT NI) AccadtKs D W.'Edi Tiiic ies Inc All nairU morved. SOLAR! Di fire Saterfdge logo. OPTIMIZED SV SOEAREDGE arc trademarks ac re;;,,! d treden+uks of SoluEdge Technoiog,d bu AR Dale llRo H S otnn tradrrrdhS mentioned hernn a2lrademahx o/ thea rrtpectixe oxnien /Jo20Wo1/1NG NAM Suyect to dum9e.11i nonce Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 PV power optimization at the module -level / Specifically designed to work with SolarEdge inverters / Up to 2S% more energy / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization Wn / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) / Module -level voltage shutdown for installer and firefighter safety solaredge.com solar=ee Power optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 INPUT Rats Ircit DC R-%%t, Acscl.Te Marm..m MPPT Or,-( r rg Rag- 4 - 4A mu—,M DC lrr�l C.. POO, OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) - --------------- OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) STANDARD COMPLIANCE INSTALLATION SPECIFICATIONS F-'r J� A 4"wn'TW 91MA14 ZCO`rt:O' It rM0 "VdIJO. S 1� 'he :AK aan 1-4.f O9.!i&,—"., sj -A, ---1 1C.AW'If r, i. "I -.;, 4 4-M1; i. 0 j, R o H S lntLrfek SolarWedge TV Revolutionary Commercial Mounting System! SolarWedge by Professional Solar Products. Inc, is an innovative low profile commercial/ residential PV mounting system. The system provides an easy to install and economical solution for 5, 10 or 15 degree structural attachment. SolarWedge integrates with Professional Solar's patented "top down" commercial RoofTrac� and FoamJack stanchion products. The system dramatically lowers installation and shipping costs while optimizing installed wattage on the roof. Advantages of the SolarWedge` * Easy handling and Installation: Each box supports up to 30' (front & rear) of ReofTrac support rails * Integrated Leveling System: Compensates up to 2.1/2" of roof variation using an included 1/2" x 4" stainless steel stud * Fully Engineered: Load tested to 30 lbs. per sq. ft (approx. 110 mph wind load) at up to 6' centers * Finished Aluminum Parts: Clear anodized angled support brackets match support rail. FoamJack stanchion parts are machine tumbled and cleaned to provide excellent bonding of foam, flash or SolarWedge Precision extruded angles of anodized aluminum compress the support rail at a fixed angle while dramatically increasing the strength Leveling Feature Stud rolls into the post up to 2-1/2" to eliminate the need for cutting studs on the job Foarrill Each kit includes the Foam -lack with a 3" aluminum seal plate. Size included depends on the angle purchased WL Loa,rTtrrrd 11omph 301bs. sq. ft t� tit G' On center �i? r Rail Insert - Compression Nut 1/2" x 4" Leveling Stud Rail Lowe Support Roof Surface Modules are mounted in the illustrated direction to optimize performance in the Foamed bases summer months as illustrated assembly of the Solar'Nedge' © Components of the SolarWedget system easily integrate with the \ new XD support rail. ICompress i Nut `3"XD Re. 5(;p Jam Nu M.ashe /Jam PI u Fully Assembled Attachment Parts List (Per Box) Not to scale Shipped in a shoe box sized package, the SolarlNedge XD attachment components offer easy handling and storage along with reduced shipping costs. 12 ea. 24 ea. �/ Aluminum 6 ea. Compression III' SS =tat Washes I -Dia. Aluminum Nuts Rear Posts 12 12 ea. ea. ~/ 3%fl' SS Flat'Nashers 6 ea. / Aluminum I'Dia.A:uminum v/ Lowerrt 36 ea. Supports Front Posts 12 3/8' SS Jam Nuts I✓ ea. 3:3'• x J' •� S5 2 Leveling e 12 ea. 1 ea. 1.5' Studs u V x 3' Aluminum Aluminum Seal Plates Bases Attachment Box Dlmenslons Speciticatiors are Each box contains enough r— 6„ subject to charge attachments to without notice. install up to 12" 33 kWoc Standard SolarWedgel Technical Information Dimension s" Load Tested and engineered to 30 lbs. per W (approx.110mph wind load uusr.areda L3.3w> •asu+a210 w.: equivalent) modules > Utilizes FoamJack Laboratory tested to 2,870 lbs. vertical and 2,615 lbs. Side lateral pull out using a 3/8" x 6" lag bolt (secured at approx. 6-1/2"L > Structurally attached to the roof - extremely important in areas with ' 1 potential horizontal and vertical seismic movement such as California. - > Available in 5°, 10' or 15' angles. Optimized to help reduce typical- - ' - - - Rear Extension Height peak summer demand charges. - - ' " 15 Degree Front Extension Height' - 10 Degree - - - - - - - - - - ' - - All Angles - -- _ _ - 14 - - - - - S Degree 1 4' M2iyl+t trCm roof i6vace to i 00rtom of suge't -V a' O.C. Rear View 2.5" Support Rail 6' Spar between attachments for commercial construction only 6' O.C. 0 -ZSS (805)486-4700 Mree Sizes Availa SOLAR18041�. gore ? - fax 1 s 155 15. Rose A're. 1 61 [ g Oxnard. CA 93033 SW15-6 (15 Degree Ki LJ1V:�i Le � , vvww.prosoiar.com �r 1 SW200110327 �atcnt M, M3441 and EK47262 Roof TrdC TA1 ,,Yxu 0636C,491 The Original "Top -Down" PV Mounting System. Integrated with Fast Jack" attachments 71te patented Roof 7Aae system ablaW with The Fast lack «ltaebmeni melbod proizia an ideal solution for inslallalions where a /lashing is ram 7be Fbsl fuck" is also A- solar indiadiv preferred melbod of aawhinent for new construction roofs Roo( Trac± & Fast Jack" protected under Patent.16_W,491 & Other patents pending. 1� n1e Tr" protected under Patent 45,646,049. flludratal abut a is bou, lbe Fast incite" t9achmeni m mkoly inkytrale+ alb All alktt:bmtytt bankyjre is aomd arl I& Ralf Nc" mounting eWtlm. urlbm !be support rad Iming an atwlbeliudly pttwokq tar array. professional SOLAR products - (800) 84-SOLAR (805)383-0802 Fax 4630 Calle Ciuetzai C&nar;lb, CA 93012 Splice Kit 7be splice kit provides a solution to rig0j, lock multiple rail sell together. 7be splice kit hers a facture Ibal allous f or lher mal cn/utnsion/contraction of the rail+ wilhottl danuiging the roof W Fbr more information you can visit its on the web at tvivzu Roo fTr etc. com The Fast lack' attacbntent 1 provukn a quick and strung installation solution. Our patentcxl design places the bolt direxily under the starrcbum punt u-bere it provide due wwr suPlxirt. Tbis fi a- ttcre afimts slanclard r,rx-)fllasbings to tall Ilal un the nxrf deck. The removable post allows /lashings to be shplied over the base urtlwut diint glr{gsruTroruidinq composi tion shtrrgks. I VINCI & ASSOCIATES Structural Encineers 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 Maximum Frame Maximum Frame Load Equivalent Wind Speed Length* (in.) Width' (in.) (;bs/ft2) (mph)' ` RoofTrac 65 (77") 40 50 125 (100`") TEST SETUP (as shown in attached drawing detail): Three modules, as specified above, were ooited to 136'x1.5'x2.5" Professional Solar Products (PSP) patented RoofTrac3 support rails using an assembly of 5/16' Stainless Steel (SS) bolts, SS Icck washers and proprietary PSP aluminum clamps and inserts. The Roofs racs 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 detalo: The test set up was top loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. the maximum defection 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 50 Ib/ft2. 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 RoofTrac9 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 tris load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates aces not field check installations or verify that the mounting system is installed as described in this engineenng report. Structural attachment: Lag bolt attachment should be installed us.rg the prccer pilot hole for optimum strength. A 5/16' lag bolt requires a 3!1 " pik It is the responsibility of the installer to insure a proper attachment is made to the structural member of the rCof. Failure to securely attach tote 00 structure may result in damage to equipment. personal injury or property damage. The purposed racking system may be installed on any roof p o maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be instal:ed in a o f n or blocking with a 5/16' diameter screw at each Fast -jack location. Screws shall have minimum of 2 1/2 penetration into framing member f n inimum of 3' peneuation nto framing member for tone 3. (Zone 3 is defined as the approximately 4'-0' square at each corner of the r ) 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 FastJack'O . TIIeTrac", and FoamJackO) can be interchanged with this system. Check with local building department or AHJ for site specific requirements. -Modules measuring within stated specifications and tested to UL1703, or equivalent. are included c 4 1 in this engineering •*Wind leading values relative to defined load values using wind load exposure (125 mph for 5/12 * �i / �15 roof pitch or less; 100 mph for greater than 5,112 roof pitch) and gist factor coefficient 'exposure C' as defined in the 201210C) /2013(CBC). For 77 x 40' module, equivalentwind speed derated to 100 mph. b' ***Module tested:64.6' x 39.4' x 1.7- (sin) ****Est snow load rating of 25 Ib/ft-' based on 2.0 safety factor- (15 Ib'ft= for 77' x 40' module) j 1337 E. Thousand Oaks Blvd, Ste 114 Thousand Oaks, GA 1362 tuber and a Page 1 of 2 RT_6 Module Area = 18 ft2 each 1 72' P I L - 65' 48' — 1 Approx 20" max oeerhang Total module (45 lbs ea.) a^d rail (12 lbs ea.) weight: 159 lbs Number of attachments: 4 ea Weight / attachment poirt: 40 lbs Area: 54 ftz Distributed Weight: 2,95 Ib/ ft` 5/16' Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar Rail nut 2-1/2" Aluminum ProSolar RoofTracgD Support Rail 3/8' Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented Fast,lackS Roof A,tachment' 5/16' Stainless Steel Lac Bolt and Flat V/asher 40' -> �,710 Ibs L�H l Top Load Deflection: 0.313" ? 710 lbs � 50 psf' 'Lab tested structural attachments manufactured by Proressicnal Saar Products tincluding FasUackt , TileTracb, and Foam)ack3; can be interchang_d with this s; Profesmdna; Solar Products ROCiTrac' Parent# 6,36Q491 Photovoltaic mounting system Up lift Deflection: 0.250" �S NO. I I P. I2?�*l RoofTrac'' Solar Modules Ut/ Static load test illustration Page 2 of 2 RT_6 General Project Description: BSOL2021-0213 15.17kW SOLAR ARRAY - (41) 370W REC SOLAR REC370TP4-BLK PANELS + SOLAREDGE P370 OPTIMIZERS 1. System is 15,170 W - STC W/ (2) SOLAREDGE SE760OH-US 2. Modules: 41 @ REC370TPL; -BLK, 370 Watt Panels INVERTERS + 100A PV 3. Inverters: 2 @ Solar Edge -US (240) inverter SUBPANEL [820SF] 2019 41 @ Solar Edg 370 ower Optimizers CALIFORNIA BUILDING CODES. 4. No Batteries or UPS CITY OF LA QUINTA 5. This is a tilt mounted system adding 2.8 Ib/s BUILDING DIVISION y g q REVIEWED FOR 6. Modified bitumen on flat roof CODE 7. 2 - storyhouse COMPLIANCE 05/16/2022 8. TJI rafters @ 24" OC with 5/8" OSB sheathing 110MBY 9. ProSolar Solar Wedge 5° Kit 72" OC with 3/8" x 6" Lag Bolts 10. Standard components include: Prosolar racking and mounting components, wiring, conduit, over -current protection, roofing sealant, flashings, as needed 11. All electrical equipment will be labeled with warning labels (see page 5) 12. All outdoor wiring will be weather rated 13. All module frames, equipment and conductor enclosures will be grounded 14. The system is grounded using the Prosolar Grounding System 15.This system has been calculated to meet the basic wind speed of 110 MPH and wind exposure C 16.AII construction shall comply with the 2019 California Building, Residential, Mechanical, Electrical, Plumbing, Energy and Green Building Codes and the La Quinta Municipal Code 17.The installation of equipment and all associated wiring and interconnections shall be performed only by qualified persons (CEC §690.4(C)) 18.Automatic Rapid Shutdown (upon AC Grid Disconnect) integrated in SolarEdge inverters 19.PV source circuits and PV Output circuits shall not be contained in the same raceway, cable tray, cable outlet box, junction box, or similar fittings as conductors, feeders, branch circuits of other non-PV systems, or inverter output circuits unless the conductor of the different systems are separated by a partition. PV system circuit conductors shall be identified and grouped as required by 690.31(13)(1) through (4). The means of identification shall be permitted by separate color coding, marking tape, tagging, or other approved means (CEC §690.31(B)) �YECTOR n e I n E E R S 651 W. GALENA PARK BLVD. STE. 107 PHONE (BO7) 990-7775 DRAPER, UTAH 84020 WWW. VECTORBE. COM Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. 11 /09/2021 VSE Project Number: U2398.0023.211 Approvals Date Drawn 11 J 2021 DISCLAIMER: If any Errors. Discrepancies or Omissions appear in these drawings, specifications or other contract documents; The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. �scM fil Approved by: Mndiscn Country Q Cluh Goff Course radon Slater (760) 895-9474 N,� Project Description 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Springers LLC 53335 Ross Ave Customer: Lot #30,4--, La Quinta, CA, 92253 Drawing Number: REV: # Scale: Sheet 1 of 6 L 21-034 S- P V ILL!o: �YECTOR n O I n E E R S 651 W. GALENA PARK BLVD. STE. 101 PHONE (807) 990-7 775 DRAPER, LI—H E4020 WWW.VE0TORSE.0— Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. 36" Clearance to be maintained from roof edge o=moo 0 0 Orientation: 180' o � o Array Tilt: 5' 0 0 o n o 0 0 00 I I I I I I EMT Conduit on Roof I I I I I I ------------------------------------------------------- AC Disconnect (N) DISCLAIMER: If any Errors, Discrepancies or Omissions appear in these drawings, specifications or other contract documents; The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. cfvl%- 11 /09/2021 VSE Project Number: U2398.0023.211 DRIVEWAY FIREFIGHTER ROOF ACCESS POINT Approved by: Legend: 101 Existing New Property Line Skylight Vent Chimney Z W Approvals Date D'a'n 11 4 2021 andon Slater (760) 895-9474 Site Plan 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Customer: Ing Nut 21-034 Springers LLC 53335 Ross Ave Lot #30/ss. 1 La Quinta, CA, 92253 REV: # Scale: 1 /16" = 1' 1 Sheet 2 of 6 Roof Section Scale 3/8" = 1' CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE )ATF05/16/2022 gr VECTOR E n O 1 n E E R 8 65 1 W. GALENA PARK BLVD. STE. 1 D 1 PHONE (80 1) 990- 1 775 DRAPER, UTAH E4D20 WWW.VECTORSE.COM Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. Legend: (E) Existing (N) New 11 /09/2021 VSE Project Number: U2398.0023.211 DISCLAIMER: If any Errors. Discrepancies or Omissions appear in these drawings. specifications or other contract documents: The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. Attachment Detail Scale 1 " = 1' K-Vf-T1qm10(b5 by: [Approved ��randon Slater (760) 895-9474 �\\`V' Attachment Detail 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Springers LLC 53335 Ross Ave Customer: Lot #30A La Quinta, CA, 92253 awing Number: 21-034 REV: # Scale: I Sheet 3 of 6 Pmax: Imp: Vmp: Voc: Ise: PV Array N 41 @ REC370 -BLK, 370 Watt panels with 41 P370 power Optimizers Total utput: 15,170 Watts STC 370 W 9.54 A 34-1 V 39.5 V 10.36 A Max Output Current: 15 A Max Output Voltage: 60 V ELECTRICAL ONLY Sin le Line Note QUOFESS10A Q�_�P LE V0 �uQ u� G� w E12178 z m d � J;9lcc��C.f.R1GP�' �\Q. -tF0/ Junction Box (N Located on Roof ..._..-1-.-...-.......... --1 . Max string current: 15A Max system voltage: 480V (2) # 10 AWG PV wire (1) # 8 solid copper EGC VECTOR E n e l n E E R S Inverters (N) Solar Edge SE760OH-US (240V) Nominal output power: 7,600 Watts Integrated DC Disconnect ,5r4 uonOWt on Koot 651 W. GALENA —11 HL vo. — 101 PHONE (801) 990- 1 775 DRAPER, LI-H B4020 WWW.VE-DRSE.-M VSE Project Number: U2398.0023.211 SOLAR - ONLY Subpanel (N) 100 Amp Rated 240 V (2) # 8 THHN/THWN-2 (1) # 8 THHN/THWN-2 Neutral (1) # 8 THHNfTHWN-2 AC-EGC 3/4" conduit AUTOMATIC RAPID SHUTDOWN UPON AC GRID DISCONNECT INTEGRATED IN SOLAREDGE INVERTERS TO MEET NEC 2017 11 /10/2021 1. The Inverter is transformerless. It does not connect one of the DC circuit conductors in the PV array to ground and has no internal bonding jumper. GEC is not required. 2. All wire sizes are as indicated or larger. 3. Wire sizes meet the criteria of 125% continuous use factor. 4. All equipment is bonded by mechanical means or by a grounding conductor. 5. All modules and rails are grounded mechanically using Racking Integrated Grounding. 6. The system is grounded at the neutral buss in the main electrical panel. 7. The system is grid - intertie . CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE05/16/2022 J DISCLAIMER: If any Errors, Discrepancies or Omissions appear in these drawings, specifications or other contract documents; The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. AC Disconnect (N 100Amp 240 V NEMA 3R Located next to Main Electrical Panel Main Service Panel (E 800Amp Service Ma-n B(-ket (N)2PBOOAmp �i tc) n o i nnivr i nvv1'l-c (1) # 3 THHN[THWN-2 Neutral (1) # 6 THHN/THWN-2 AC - EGC SUM OF INVERTER OUTPUT: (2 x 32 Amp) x 125% = 80 Amp Legend: (E) Existing q� 0005 (N) New llq 1 Approved by: randon Slater (760) 895-9474 1 - Line 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Springers LLC 53335 Ross Ave Customer: Lot #30 G% La Quinta, CA, 92253 Drawing Number. REV: # Scale: Sheet 4 of 6 L 21-034 NEC 690.35(F) THE PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED WITH THE FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT. AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: NEC 690.17 PLACE THIS LABEL ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION 7 W. GALENA PARK DRAPER, UTAH S4C VSE Projec NEC 690.64(B)(7) PLACE THIS LABEL AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL (AND SUBPANEL IF APPLICABLE)) THIS LABEL IS ONLY NECESSARY WHEN BREAKERS FEEDING PANEL EXCEEDS 100% OF BUSS RATING EXTERIOR / INTERIOR CONDUIT NEC 690.53 & NEC 690.14(c) PLACE THIS LABEL ON ALL PHOTOVOLTAIC DC DISCONNECTING MEANS (ON INVERTER IF INTEGRATED DC DISCONNECTS AND AT A SEPARATE DC DISCONNECT IF APPLICABLE) INVERTER SE7600H-US: NEC 690.54 PLACE THIS LABEL AT "INTERACTIVE POINT OF INTERCONNECTION" (AT MAIN SERVICE PANEL AND SUBPANEL IF APPLICABLE) RAPID SHUTDOWN SWITCH I LECTRIC+ ONLY O. SOLAR PV SYSTEM ECT Q�°F Fss�o^ e���P LE von n o i n E E R s LVD. STE, 107 PHONE (SO7) 990-7775 (U% ` (J O W.VEDTORSE. COM E 12178 z Number: U2398.0023.211 MAIN SERVICE PANEL a s F�FCmc,, - �Q CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE p11105/16/2022 my F SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY � v�tiwc 5 11 /1012021 DISCLAIMER: If any Errors, Discrepancies or Omissions appear in these drawings, specifications or other contract documents; The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. to] Approved by: DC DISCONNECT(S) AC DISCONNECT q9q Approvals Date Oran 11.4 2021 randon Slater (760) 895-9474 WO Labels 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Springers LLC 53335 Ross Ave Customer: Lot #30A La Quinta, CA, 92253 awing Number: REV: # Scale: Sheet 5 of 6 21-034 PLACARD FOR MAIN SERVICE PANEL: N CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED r E FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: S y.. 4CCESS POINT INVERTERS J AC DISCONNECT 53335 ROSS AVE MAIN SERVICE PANEL LA QUINTA, CA, 92253 DISCLAIMER: If any Errors, Discrepancies or Omissions appear in these drawings, specifications or other contract documents; The Owner or General Contractor shall notify the Designer, in writing, of such error or omission. In the event that the Owner or General Contractor falls to give such notice, before construction and/or fabrication of the work, the Owner or General Contractor will be held responsible to the result of any errors, discrepancies or omissions and the cost of rectifying them. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE D11105/16/2022 p �YECTOR n 0 1 n E E R S 651 W. GALENA PARK BLVD. - 101 PHONE (8D 1) 99D-7 775 DRAPER, UT 84D2D WWW. VED-SE.- ELECTRICAL ONLY Q�OFESS/On LE G) w E12178 z m d rri 11 /10/2021 VSE Project Number: U2398.0023.211 -] I c14q U Approved by: randon Slater (760) 895-9474 PLACARD 45-350 San Luis Rey Southern California Palm Desert, CA 92260 Contractor: Energy Alternatives 760-904-4917 CSLB # 988895 Springers LLC Customer: Lot #30A Drawing Number: REV: # L 21-034 53335 Ross Ave La Quinta, CA, 92253 Scale: I Sheet 6 of 6 POOL 36" Clearance to be maintained from roof edge raga® I I I I I �— Orientation: 180' L_LL®�_L�J Array Tilt: 5' Installed on ® Second Floor Roof SEMT Installed on —��, Second Floor Roof Inverters (N) - - - r- �' Installed on Exterior of Rooftop (First Floor) East IIY.JFacing Wall L 1) # 8 ROMEX TYPE NM-B Cable Installed In attic space REVISION 1 Rcnl 5n5i_n5iq CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE ,,,n06/16/2022 of JF UPDATEDINVERTER LOCATION, CONDUCTOR AND CONDUIT TYPE AND LOCATION, AND LOAD CENTER LOCATION. i f L------------------------------------------------------- Solar Sub Panel 100a AC Disconnect 1003 Main Service Panel 800a 1 DISCLAIMER It ony Errors. D—mri.ric— or Oh sevens uppeor ,n itmse drawings. specifications or other contract documenls. The Owner or Generai Contrav- shall ratify the Designer, in writing, of such infor or onNSsiOrt. In the evunl that Ulu Owner or General Contractor falls to give such notice, beforo construction anmor fabhcahon of the work, the Owner or Genmal Contractor vnll bo hold respoinublo 10 the result of any mrors. di panc—i w omissions and thn ,.oat of fortifying ttwm. FIREFIGHTER ROOF ACCESS POINT Legend, (E) Existing (N) New PL Property Line ❑ Skylight Vent ® Chimney N W E O 07 m Approvals Date Approved by - Brandon ?Slater (760) 895-9474 Site Plan 45-350 San Luis Rey Contractor: Southern California Palm Desert, CA 92260 Energy Alternatives 760-904-4917 CSLB M 988895 Springers LLC 53335 Ross Ave Customer Lot #30 La Ouinta, CA, 92253 awing Number 21-034 REV n Scale1/16" = 1' Sheet 2 of 6 PV Array (N) Junction Box (N) Inverters N - ONLY Subpanel (N) 41 @i REC370TP3M-BLK, 370 Walt panels with Locatod an Roof _SOLAR Solar Edge 100 Amp Rated 41 6P370 Power Opl—ZM SE760011-US 240 V Total Output 15. 110 watts STC (240V) Nomu+al outpw po,wr 7.600 waus InlNrated Dc Duconnoct J-BOx I DC AC J-Box D% � Y � AC (4) a B TIIWN-2 PanelSpecs. Power Optimizer Specs: (1)a9T11WN-2EGC Maa system cwrent 30A 3/4 Cond.l On Real 6-- @ 125% • 40 A (32 A a 125%) Pmaa: 1370 W Maa Output Current 15 A Mad Mat sosystem vn() cwrent 15A (1) a 0 ROMEX TYPE NM-B Cade Imp: 9,� A M.ra Output Voltage: W V ottago4BCV . VrM' 74.1 V II) a 10 AVK', PV (1) a 8 solid copper EGG K� 110.36VA ELECTRICAL ONLY ! I Sim; AUTOMATIC RAPID SHUTDOWN UPON AC GRID ti�:`Q•uLv��J�+� DISCONNECT INTEGRATED IN SOLAREDGE INVERTERS TO MEET NEC 2017 ti 3 E 1_1178 ECTOR ■in. I■ it. _.......... CITY OF LA QUINTA '. CTR Sin le Line Notes: r��-�o,O VSE Prnjw NIrIA1 : U1-398.0013 Ill BUILDING DIVISION t" REVIEWED FOR l ^ AC Disconnect (N) 100A,np 240 V NEMA 3R Loeatod near to Man Elect-1 Panel Main Service Panel(E) 800Amp Serv¢a O (2) a 3 THIrN/TIIWN-2 (1) a 3 TNNN7TIIWN-2 Noulral 11) a 6 TII/IN/THWN-2 AC -ECC 1 1/4' GalvIn,zod Motal Flexible conduit A7M OF INVERTER OUTPUT (2 a 32 Amp) a 125% • 80 Atop 1. The Inverter is transformertess. It does not connect one of the DC circuit conductors in the ?V arrayto and has no internal bonding jumper. GEC is not required. CODE q,, O6/16/2022 ih, COMPLIANCE t(E) (REV,)() L�ground Existing N New - 2. 3. All wire sizes are as indicated or larger. Wire sizes meet the criteria of 125% continuous use factor. Approved by: 4. 5. All equipment is bonded by mechanical means or by a grounding conductor. All modules and rails are grounded mechanically using Racking Integrated Grounding. Brandon later (760) 895-9474 G. 7 The system is grounded at the neutral buss in the main electrical panel. The system is grid - intertie . Approvals Dale - . An 1 - Line 45-350 San Luis Rey Contractor: Southern California Energy Alternatives Palm Desert, CA 92260 760-904-4917 —1 I q Ooo5 " CSLB9988895 AP t�� 1 i I� I Customer: Springers LLC '] Lot � 3o 53335 Ross Ave La ouinta, CA, 92253 DISCLAIMER II an Enaa, Owa y epa/Ktea V Omgsgns appew n Il+ese dramngs, apeatrcauons or doer contrarl Oovments: The Owner ar General Contrepor shad rgbly the Deatgner, n whoop. of s ,,fl orror or omtsu— In eq .—I thal Ina Owner a Goneral Connacla fads to oNo such noaca bolos co-i—ttorl andlot fabncallon or the ward, the Ownor a Ganoral Contracla w+A be rgld resPona.do to the msub of any errors. dscrepanuos or omiss ons and n,e cost or reci,fy,nq trier, Dramng NuR'ber 71 034 nEv a Scale: Sheet 4 of 6