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Home My WebLink AboutPV PLANSCOVER SHEET SCOPE OF WORK GENERAL NOTES REV NAME DATE COMMENTS A AC AFCI AZIM COMP DC (E) ESS EXT INT MAG MSP (N) NTS OC PRE-FAB PSF PV RSD TL TYP V W AMPERE ALTERNATING CURRENT ARC FAULT CIRCUIT INTERRUPTER AZIMUTH COMPOSITION DIRECT CURRENT EXISTING ENERGY STORAGE SYSTEM EXTERIOR INTERIOR MAGNETIC MAIN SERVICE PANEL NEW NOT TO SCALE ON CENTER PRE-FABRICATED POUNDS PER SQUARE FOOT PHOTOVOLTAIC RAPID SHUTDOWN DEVICE TRANSFORMERLESS TYPICAL VOLTS WATTS PAGE REV: A 8/15/2022 1125 RESEARCH DR. STE B REDLANDS, CA 92374 PHONE 805.540.7603 FAX 949.215.7778 THOMAS HOGGATT 74183 ASTER DR, PALM DESERT, CA, 92260 PROJECT NUMBER: 113R-183HOGG SHEET DESIGNER: SOREN PETERSON CUSTOMER RESIDENCE: TEL. (760) 774-6932 APN: 624-201-016 GILBERT CORREIA, C10, C46 CA CL #750184 (415) 580-6920 ex3 TABLE OF CONTENTS PAGE # DESCRIPTION PV-1.0 COVER SHEET PV-2.0 SITE PLAN PV-3.0 LAYOUT PV-4.0 ELECTRICAL PV-5.0 SIGNAGE PV-1.0 LEGEND AND ABBREVIATIONS SCALE: NTS MAIN PANEL INVERTER(S) AC DISCONNECT(S) DC DISCONNECT(S) PV LOAD CENTER SUB-PANEL CB ATTIC VENT FLUSH ATTIC VENT PVC PIPE VENT SATELLITE DISH T-VENT CHIMNEY FIRE SETBACKS SUNRUN METER METAL PIPE VENT DEDICATED PV METER SERVICE ENTRANCE IQ COMBINER BOX HARDSCAPE PROPERTY LINEINTERIOR EQUIPMENT SHOWN AS DASHED PL RAIL STANDOFFS & FOOTINGS SOLAR MODULES SE MP SP LC SM PM INV AC DC VICINITY MAP • ALL WORK SHALL COMPLY WITH 2019 CRC/CBC/CEBC, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2019 CEC. • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2019 CEC. • PHOTOVOLTAIC SYSTEM IS FUNCTIONALLY GROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.41. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER 690.12(B). • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 11.25 AMPS MODULE SHORT CIRCUIT CURRENT. • 17.57 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. • CONSTRUCTION WORK HOURS OCTOBER 1ST TO APRIL 30TH MONDAY - FRIDAY 7:00AM TO 5:30PM SATURDAY 8:00AM TO 5:00PM SUNDAY NOT ALLOWED GOVERNMENT HOLIDAY CONSTRUCTION WORK NOT ALLOWED CONSTRUCTION WORK HOURS - MAY 1ST THROUGH SEPTEMBER 30TH MONDAY - FRIDAY 6:00AM TO 7:00PM SATURDAY 8:00AM TO 5:00PM SUNDAY NOT ALLOWED GOVERNMENT HOLIDAY CONSTRUCTION WORK NOT ALLOWED #SSTAMPCS #ESTAMPCS • SYSTEM SIZE: 10295W DC, 7600W AC • MODULES: (29) LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR4-60HPB-355M • INVERTERS: (1) SOLAREDGE TECHNOLOGIES: SE7600H-USSN • RACKING: ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO RAFTER: SNR-DC-01249 • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER TO BE REPLACED WITH NEW 200 AMP MAIN PANEL WITH 200 AMP MAIN BREAKER. • MAIN BREAKER DERATE: REPLACE NEW 200A MAIN BREAKER WITH NEW 125 AMP MAIN BREAKER. PL PL PL PL PL PL PL PLPLPL PL PL PL PL PAGE REV: A 8/15/2022 1125 RESEARCH DR. STE B REDLANDS, CA 92374 PHONE 805.540.7603 FAX 949.215.7778 THOMAS HOGGATT 74183 ASTER DR, PALM DESERT, CA, 92260 PROJECT NUMBER: 113R-183HOGG SHEET DESIGNER: SOREN PETERSON CUSTOMER RESIDENCE: TEL. (760) 774-6932 APN: 624-201-016 GILBERT CORREIA, C10, C46 CA CL #750184 (415) 580-6920 ex3 SITE PLAN ARRAY PITCH PV AREA (SQFT) AR-01 9° 431.4 AR-02 9° 137.3179° TRUE AZIM MAG AZIM 77°89° 167° PV-2.0 #SSTAMPSP #ESTAMPSP NOTES: x RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: x TOTAL ROOF SURFACE AREA: 2252 SQFT. x TOTAL PV ARRAY AREA: 568.7 SQ FT. x PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE AREA) * 100 = 25.3% SITE PLAN - SCALE = 1/16" = 1' (E) RESIDENCE (N) ARRAY AR-01 (N) ARRAY AR-02 (E) DRIVEWAY ASTER DR (E) GATE (E) POOL FIRE SETBACKS (18" TYP) ROOF PATHWAYS (3' TYP) (E) SHED ROOF PATHWAYS (3' TYP) (E) PATIO COVER (E) GATE (E) GATE SE MP INV LADDER ACCESS POINT LADDER ACCESS POINT MODULES WERE DESIGNED AT LEAST 18'' FROM THE ROOF RIDGE. ELEVATION VIEW SCALE: NTS 11'15' 8" PAGE REV: A 8/15/2022 1125 RESEARCH DR. STE B REDLANDS, CA 92374 PHONE 805.540.7603 FAX 949.215.7778 THOMAS HOGGATT 74183 ASTER DR, PALM DESERT, CA, 92260 PROJECT NUMBER: 113R-183HOGG SHEET DESIGNER: SOREN PETERSON CUSTOMER RESIDENCE: TEL. (760) 774-6932 APN: 624-201-016 GILBERT CORREIA, C10, C46 CA CL #750184 (415) 580-6920 ex3 PV-3.0 LAYOUT #SSTAMP DESIGN CRITERIA MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 0 PSF WIND SPEED: 130 MPH 3-SEC GUST. S.S.LAG SCREWS: 5/16"X4.5": 2.5" MIN EMBEDMENT STRUCTURAL NOTES: x INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING W/ INSTALLATION. x IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS FOLLOWS: xx ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 50% xx ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS 8" SOLAR MODULE SNAPNRACK RACKING AND STANDOFF MODULE ELEVATION DETAIL - SCALE: NTS D1 - AR-01 - SCALE: 1/8" = 1'-0" PITCH: 9° AZIM: 89° D2 - AR-02 - SCALE: 1/8" = 1'-0" PITCH: 9° AZIM: 179° ROOF INFO FRAMING INFO ATTACHMENT INFORMATION Name Type Height Type Max Span OC Spacing Detail Max Landscape OC Spacing Max Landscape Overhang Max Portrait OC Spacing Max Portrait Overhang Configurati on AR-01 FLAT, MEMBRANE [FLUSH MOUNT] - OMNIBASE 1 LAG - UR 1-Story 2X4 PRE-FABRICATED TRUSSES ' - 5"24"ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO RAFTER: SNR-DC-01249 6' - 0"2' - 4"4' - 0"1' - 11" STACKED AR-02 FLAT, MEMBRANE [FLUSH MOUNT] - OMNIBASE 1 LAG - UR 1-Story 2X4 PRE-FABRICATED TRUSSES 5' - 5"24"ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO RAFTER: SNR-DC-01249 6' - 0"2' - 4"4' - 0"1' - 11"STACKED 3'-11"27'-8"22'-4" 1'-6" 11'-7" 1'-11" 7"48'-6"2'-11" 7'-4" 5'-9" 1'-11" 4' TYP 4' TYP 14'-5"24'-3"1'-5" 1'-6" 5'-9" 4'-9"4USVDUVSBM 0OMZ NEW 125A MAIN BREAKER (END FED) FACILITY GROUND(N) 40A PV BREAKER AT OPPOSITE END OF BUSBAR M METER #: SCE 222013734663 120/240 VAC SINGLE PHASE SERVICE UTILITY GRID NEW 200A MAIN PANELFACILITY LOADS 3 12 JUNCTION BOX OR EQUIVALENT SOLAREDGE TECHNOLOGIES: SE7600H-USSN WITH REVENUE GRADE METERING 7600 WATT INVERTER LOAD RATED DC DISCONNECT WITH AFCI, RAPID SHUTDOWN COMPLIANT PV MODULES LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR4-60HPB-355M (29) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (15) OPTIMIZERS (1) SERIES OF (14) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P401 CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV.(4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV.(2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 PAGE REV: A 8/15/2022 1125 RESEARCH DR. STE B REDLANDS, CA 92374 PHONE 805.540.7603 FAX 949.215.7778 THOMAS HOGGATT 74183 ASTER DR, PALM DESERT, CA, 92260 PROJECT NUMBER: 113R-183HOGG SHEET DESIGNER: SOREN PETERSON CUSTOMER RESIDENCE: TEL. (760) 774-6932 APN: 624-201-016 GILBERT CORREIA, C10, C46 CA CL #750184 (415) 580-6920 ex3 PV-4.0 ELECTRICAL #ESTAMP RAIL 6-12 AWG BARE COPPER WIRE 5/16"-18 SS BOLT SS SPLIT LOCK WASHER (TORQUE TO 16 FT-LBS) SNAPNRACK GROUND LUG BONDING CHANNEL NUT SS BONDING PINS NOTE: x ALL HARDWARE IS INCLUDED FROM MANUFACTURER x A MINIMUM OF ONE GROUND LUG IS TO BE INSTALLED ON EVERY CONTINUOUS ROW OF MODULES x GROUNDING LUG MAY BE INSTALLED IN EITHER RAIL CHANNEL x GROUNDING LUG MAY BE INSTALLED SO GROUND WIRE IS PARALLEL OR PERPENDICULAR TO RAIL x ENSURE SPLIT LOCK WASHER IS INSTALLED ON TOP OF COPPER WIRE SNAPNRACK GROUNDING SCALE: NTS ALL CONDUCTORS ARE RATED 90 DEGREES CELSIUS. SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: SYSTEM OPEN CIRCUIT VOLTAGE: SYSTEM OPERATING VOLTAGE: MAX ALLOWABLE DC VOLTAGE: SYSTEM OPERATING CURRENT: SYSTEM SHORT CIRCUIT CURRENT: 10295 W 15 V 400 V 480 V 25.74 A 30 A P401 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 60 VDC MAX INPUT ISC: 11.75 ADC MAX OUTPUT CURRENT: 15 ADC MODULE CHARACTERISTICS LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR4-60HPB-355M: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: 355 W 40.6 V 34.6 V 11.25 A PAGE REV: A 8/15/2022 1125 RESEARCH DR. STE B REDLANDS, CA 92374 PHONE 805.540.7603 FAX 949.215.7778 THOMAS HOGGATT 74183 ASTER DR, PALM DESERT, CA, 92260 PROJECT NUMBER: 113R-183HOGG SHEET DESIGNER: SOREN PETERSON CUSTOMER RESIDENCE: TEL. (760) 774-6932 APN: 624-201-016 GILBERT CORREIA, C10, C46 CA CL #750184 (415) 580-6920 ex3 SIGNAGE PV-5.0 #ESTAMP ! DO NOT ADD LOADS PHOTOVOLTAIC SYSTEM COMBINER PANEL WARNING LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(B)(2)(3)(c), NEC 2017: 705.12(B)(2)(3)(c) NOTES AND SPECIFICATIONS: x SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE 2019 CEC ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. x SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. x LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. x LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. x SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. x DO NOT COVER EXISTING MANUFACTURER LABELS. INVERTER 1 PHOTOVOLTAIC DC DISCONNECT MAXIMUM SYSTEM VOLTAGE: MAXIMUM CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): VDC ADC ADC 480 30 15 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2019: 690.53, NEC 2017: 690.53 LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2019: 690.31(G)(3), 690.31(G)(4), NEC 2017: 690.31(G)(3), 690.31(G)(4) IFC 2012: 605.11.1.4 WARNING! SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM DUAL POWER SUPPLY LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2019: 705.12(B)(3), NEC 2017: 705.12(B)(3) WARNING! DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(B)(2)(3)(b), NEC 2017: 705.12(B)(2)(3)(b) LABEL LOCATION: INSTALLED WITHIN 3' OF RAPID SHUT DOWN SWITCH PER CODE(S): CEC 2019: 690.56(C)(3), NEC 2017: 690.56(C)(3), IFC 2012: 605.11.1, IFC 2018: 1204.5.3, CFC 2019: 1204.5.3 ELECTRICAL SHOCK HAZARD WARNING LABEL LOCATION: INVERTER(S), AC/DC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2019: 690.13(B), NEC 2017: 690.13(B) ! PHOTOVOLTAIC AC DISCONNECT LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): CEC 2019: 690.56(C)(1)(a), NEC 2017: 690.56(C)(1)(a) 4" 3" POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN CAUTION: 74183 ASTER DR, PALM DESERT, CA, 92260 SOLAR PANELS ON ROOF SERVICE ENTRANCE AND PV BREAKER DISCONNECT INVERTER (EXT) UR-40 RAIL | UR-60 RAIL FOR USE WITH SNAPNRACK ULTRA SERIES RAILS INSTALLED ATTACHMENT DETAIL SNAPNRACK OMNIBASE EXPLODED OMNIBASE, TOP DESCRIPTION:DRAWING NUMBER:SCALE:DESIGNER: APPROVED BY: REVISION: Sunrun South LLC 595 MARKET STREET, 29TH FLOOR Ɣ SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900 Ɣ FAX (415) 580-6902 THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SUNRUN SOUTH LLC. ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO RAFTERSNR-DC-01249 1 6/22/2021 NEW DETAIL A 8/2/2021 DC000595 B 10/25/2021 DC000727 REV: BDATE: DNS 10/25/2021 DRAFTER:M.AFFENTRANGER W.ARBUCKLE M.AFFENTRANGER MJA MJA MJA BIN: 5 Solar Mounting Solutions 15 8 " 11 2 " 11 2 " 21 4 " SNAPNRACK ULTRA RAIL STANDARD STANDOFF ON OMNIBASE FOR MOUNTING TO VARIOUS ROOF TYPES REFER TO SNAPNRACK ENGINEERING CHARTS FOR APPLICABLE RAIL SPANS. "BIN" NUMBER ON CHART SHOULD MATCH "BIN" NUMBER ON THIS DRAWING 5 16 " S.S. LAG SCREW MUST EMBED A MIN. OF 21 2 " INTO STRUCTURAL MEMBER REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5 16 " HARDWARE TORQUE SPECIFICATIONS SNAPNRACK OMNIBASE CAN MOUNT IN ANY ORIENTATION ON THE ROOF RAILS CAN MOUNT ON ANY SIDE OF THE STANDOFF POST FOR LEVELING DETAILS, REFER TO SNAPNRACK DETAIL DRAWING "SNR-DC-00334 ULTRA RAIL, COMPONENT DETAIL, LEVELING SPACER ON STANDOFF" AND "SNR-DC-00447 ULTRA RAIL, COMPONENT DETAIL, UR LEVELING SPACER" *A POURED SEALANT-STYLE FLASHING MAY BE USED WHEN INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS SNAPNRACK, OMNIBASE SNAPNRACK STANDOFF, LENGTH VARIES SNAPNRACK, UR STANDOFF CLAMP ASSEMBLY. VARIES FOR FLUSH AND TILT APPLICATIONS MODULE HEIGHT OFF ROOF, RANGE: UR-40: 73 4 " - 87 8 " UR-60: 83 8 " - 91 2 " (SHOWN FOR 7" STANDOFF, ADJUST PER STANDOFF LENGTH) .70 BASE HEIGHT: 4.00 3.00 21 2 " MIN. EMBEDMENT INTO WOOD RAFTER 7" STANDOFF SHOWN, LENGTH VARIES SNAPNRACK, ULTRA RAIL (UR-40 SHOWN) SNAPNRACK, ULTRA RAIL (UR-40 SHOWN) STRUCTURAL MEMBER, WOOD RAFTER, TYP. ROOF DECKING, TYP. *FLASH STANDOFF APPROPRIATELY. 1" VENT PIPE FLASHING SHOWN, VARIES BY APPLICATION SNAPNRACK RUBBER RAIN COLLAR FOR 1" CONE FLASHINGS 5 16 " S.S. LAG SCREW WITH S.S. FLAT WASHER. CHOOSE LENGTH FOR PROPER EMBEDMENT 5 16 " S.S. LAG SCREW WITH S.S. FLAT WASHER. CHOOSE LENGTH FOR PROPER EMBEDMENT STRUCTURAL MEMBER, WOOD RAFTER, TYP. ROOF DECKING, TYP. ST O R E D G E ® solaredge.com Optimized battery storage with HD-Wave technology 5HFRUGEUHDNLQJZHLJKWHGHIÀFLHQF\ZLWK 200% DC oversizing 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 6PDOOOLJKWZHLJKWDQGHDV\WRLQVWDOO 0RGXODUGHVLJQIXWXUHUHDG\ZLWKRSWLRQDO upgrades to: Multi-inverter(*), scalable storage solution Single Phase Energy Hub Inverter with Prism Technology for North America SE3000H-US / SE3800H-US / SE6000H-US / SE7600H-US 12-25 YEARWARRANTY DC-coupled storage for full or partial home backup Built-in consumption monitoring Direct connection to the SolarEdge smart EV charger SE3000H-US SE3800H-US SE6000H-US SE7600H-US UNITS OUTPUT - AC ON GRID Rated AC Power 3000 3800 6000 7600 W Maximum AC Power Output 3000 3800 6000 7600 W AC Output Voltage Range 211-264 Vac AC Frequency Range (min - nom - max)59.3 - 60 - 60.5(2)Hz Maximum Continuous Output Current 12.5 16 25 32 A GFDI Threshold 1A 7RWDO+DUPRQLF'LᐎRUWLRQ7+'<3 % Power Factor DGMXᐎDEOHWR 8WLOLW\0RQLWRULQJ,VODQGLQJ3URWHFWLRQ&RXQWU\&RQÀJXUDEOH7KUHVKROGV Yes Charge Battery from AC (if Allowed)Yes Typical Nighttime Power Consumption <2.5 W OUTPUT - AC BACKUP(3) Rated AC Power in Backup Operation 2400 3050 4800 6100 W Peak AC Power (<10 sec) in Backup Operation 2700 3400 5400 6900 W AC L-L Output Voltage Range in Backup 211-264 Vac AC L-N Output Voltage Range in Backup 105-132 Vac AC Frequency Range in Backup (min - nom - max) 55 - 60 - 65 Hz Maximum Continuous Output Current in Backup Operation 10 12.7 20 25.5 A Peak AC Current (<10sec) in Backup Operation 11.25 14.2 22.5 30 A GFDI 1A THD <5 % OUTPUT - SMART EV CHARGER AC Rated AC Power 9,600 W AC Output Voltage Range 211-264 Vac AC Frequency Range (min - nom - max) 59.3-60-60.5 Hz 0D[LPXP&RQWLQXRXV2XWSXW&XUUHQW#9JULG39DQGEDWWHU\40 Aac INPUT - DC (PV AND BATTERY) Transformer-less, Ungrounded Yes Max Input Voltage 480 Vdc Nom DC Input Voltage 380 400 Vdc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection NƼ6HQVLWLYLW\ INPUT - DC (PV) Maximum DC Power 6000 7600 12000 15600 W Maximum Input Current(4)8.5 10.5 16.5 20 Adc 0D[,QSXW6KRUW&LUFXLW&XUUHQW 45 Adc 0D[LPXP,QYHUWHU(੕FLHQF\99.2 % &(&:HLJKWHG(੕FLHQF\99 % 2-pole Disconnection Yes INPUT - DC (BATTERY) 6XSSRUWHG%DWWHU\7\SHV /*&KHP5(68+ 1XPEHURI%DWWHULHVSHU,QYHUWHU 1 or 2(5) Maximum Battery Capacity per Inverter 19.6 kWh Continuous Power Per Inverter 5000 W Peak Power 6900 W Max Input Current @240V 18 Adc 2-pole Disconnection Yes Single Phase Energy Hub Inverter with Prism Technology for North America SE3000H-US / SE3800H-US / SE6000H-US / SE7600H-US(1) SMART ENERGY CAPABILITIES Consumption Metering Built - in(6) %DWWHU\6WRUDJH With Backup Interface for service up to 200A; Up to 3 inverters*N:EDFNXSSRZHU*, and 60kWh EDFNXSFDSDFLW\* EV Charging 'LUHFWFRQQHFWLRQWR6PDUW(9FKDUJHU ADDITIONAL FEATURES 6XSSRUWHG&RPPXQLFDWLRQ,QWHUIDFHV 56(WKHUQHW:L)LRSWLRQDO&HOOXODU(7) 5HYHQXH*UDGH0HWHULQJ$16,&Built - in(6) Integrated AC, DC and Communication Connection Unit Yes Inverter Commissioning ZLWKWKH6HW$SSPRELOHDSSOLFDWLRQXVLQJEXLOWLQ:L)L$FFHVV3RLQWIRUORFDOFRQQHFWLRQ '&9ROWDJH5DSLG6KXWGRZQ39DQG%DWWHU\Yes, according to NEC 2014, NEC 2017 and NEC 2020 690.12 STANDARD COMPLIANCE 6DIHW\8/8/6$8/%8/8/&6$ *ULG&RQQHFWLRQ6WDQGDUGV IEEE1547, Rule 21, Rule 14H Emissions FCC part 15 class B INSTALLATION SPECIFICATIONS $&2XWSXW&RQGXLW6L]H$:*5DQJH PD[LPXP$:* PD[LPXP$:* (9$&2XWSXW&RQGXLW6L]H$:*5DQJH PD[LPXP$:* PD[LPXP$:* '&,QSXW39&RQGXLW6L]H$:*5DQJH PD[LPXP$:* PD[LPXP$:* '&,QSXW%DWWHU\&RQGXLW6L]H$:*5DQJH PD[LPXP$:* PD[LPXP$:* Dimensions with Connection Unit (HxWxD);;;; LQPP Weight with Connection Unit OENJ Noise < 25 dBA Cooling Natural Convection Operating Temperature Range WRWR(7)Ü)Ü& Protection Rating NEMA 4X © SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 11/2020/V01/ENG NAM. 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3DUDOOHO6WULQJVRI'L੔HUHQW/HQJWKVRU2ULHQWDWLRQV Yes 8/16/2022 RE: Structural Certification for Installation of Residential Solar THOMAS HOGGATT:74183 ASTER DR, PALM DESERT, CA, 92260 Attn: To Whom It May Concern Design Criteria Code 2019 California Building Code (ASCE 7-16) Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 130 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 0 psf If you have any questions on the above, please do not hesitate to call. Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle roofing over roof plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was approximated to be 9 degrees. After review and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. projects@evengineersnet.com http://www.evengineersnet.com Structural Letter for PV Installation Date:8/16/2022 Job Address:74183 ASTER DR PALM DESERT, CA, 92260 Job Name:THOMAS HOGGATT Job Number:220815HT Scope of Work Table of Content Sheet 1 Cover 2 Attachment Uplift checks 3 Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2019 California Building Code (ASCE 7-16) Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V 130 mph Exposure C References NDS for Wood Construction Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. projects@evengineersnet.com http://www.evengineersnet.com Wind Load Cont. 130 mph ASCE 7-16 Figure 26.5-1B C 1.0 ASCE 7-16 Sec 26.8.2 0.85 ASCE 7-16 Table 26.10-1 0.85 ASCE 7-16 Table 26.6-1 0.99 ASCE 7-16 Table 26.9-1 31.05 psf 9.0 Degrees 1.1 0.6 (Wind Tunnel value) Uplift (W)Zone(1)Zone(2r)Zone(2e)Zone(3) Fig. 30-3-2 GCp=-2.1 -2.6 -2.7 -2.7 Eq. 29.4-7 P=qh(GCp)(γE)(γa)=-43.04 -53.29 -55.34 -55.34 GCp=0.3 Figure 30.3-2 P=qh(GCp)(γE)(γa)=6.15 Equation 29.4-7 Rafter Attachments: 0.6D+0.6W (CD=1.6) Connection Check Attachement max. spacing=6 ft 5/16" Lag Screw Withdrawal Value=266 lbs/in Table 12.2A - NDS 2.5 in DFL Assumed Allowable Capacity=760 lbs (Lag Bolt) Zone Trib Width Area (ft)Uplift (lbs)Down (lbs) Zone(1)6 16.5 455.8 151.0 Zone(2r)6 16.5 557.3 151.0 Zone(2e)6 16.5 577.6 151.0 Zone(3)6 16.5 577.6 151.0 Conservative Max=577.6 <760 CONNECTION IS OK Risk Category = KZ = Kd = Ke = 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. II V= Exposure = 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs γE= γa= KZt = qh= 0.00256KzKztKdKeV2= Pitch = Lag Screw Penetration projects@evengineersnet.com http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing Trusses Snow Load Fully Exposed pg=0 psf Ct =1.1 Ce =0.9 Is =1.0 ps = 0 psf pf = 0 psf pfmin. = 0.0 psf 0 plf Max Length, L =9.4 ft Tributary Width, WT =24 in RLL =20 psf 19.75 plf Dr =10 psf 20 plf PvDL =3 psf 6 plf Load Case: DL w=26 plf M=177 lb-ft Mallowable = Sx x Fb'=309 lb-ft >177 lb-ft OK Load Case: DL+RLL DL+Lr=40 plf Mdown=271 lb-ft Mallowable = Sx x Fb'=429 lb-ft >271 lb-ft OK Load Case: DL+S DL+S=26 plf Mdown=177 lb-ft Mallowable = Sx x Fb'=412 lb-ft >177 lb-ft OK Load Case: DL+0.6W w=33.4 plf Mu=228 lb-ft Mallowable = Sx x Fb' (wind)=549 lb-ft >228 lb-ft OK Load Case: 0.6DL+0.6W w=28.0 plf Mu=191 lb-ft Mallowable = Sx x Fb' (wind)=549 lb-ft >191 lb-ft OK DL+0.45W+0.75(RLL or S)35 plf Mdown=240 lb-ft Mallowable = Sx x Fb'=549 lb-ft >240 lb-ft OK Member Capacity DF-L No.2 2X4 CL CF Ci Cr Fb =900 psi 1.0 1.3 1.0 1.15 1346 psi Fv =180 psi N/A N/A 1.0 N/A 180 psi E =1600000 psi N/A N/A 1.0 N/A 1600000 psi Emin =580000 psi N/A N/A 1.0 N/A 580000 psi Depth, d =3.5 in Width, b =1.5 in Cross-Sectonal Area, A =5.25 in2 Moment of Inertia, Ixx =5.35938 in4 Section Modulus, Sxx =3.0625 in3 Allowable Moment, Mall = Fb'Sxx =343.4 lb-ft DCR=Mu/Mall =0.63 < 1 Satisfactory Allowable Shear, Vall = 2/3Fv'A =630.0 lb DCR=Vu/Vall =0.29 < 1 Satisfactory Design Value Adjusted Value projects@evengineersnet.com http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf % or Roof with Pv 25.3% Dpv and Racking 3 psf Average Total Dead Load 10.8 psf Increase in Dead Load 3.4%OK Limits of Scope of Work and Liability The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans - THOMAS HOGGATT. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. projects@evengineersnet.com http://www.evengineersnet.com