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Home My WebLink About1012 N King St - Plan(11 ) ( N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) ( N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) ( N ) J i n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4 . 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer: Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B (N) APSystems DS3-L11 MICROINVERTER 11 (N) Jinko Solar JKM395M-72HL-V QTY SOLAR PANEL 12 (E) Jinko Solar JKM395M-72HL-V PV 1 COVER SHEET PV 2 SITE PLAN PV 3 PV LAYOUT PV 4 DETAILS & UPLIFT CALCULATIONS PV 5 ONE LINE DIAGRAM PV 5.1 THREE LINE DIAGRAM PV 6 LABELS PV 7 DIRECTORY CS CUT SHEETS EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022 CEC, 2022 CRC, 2022 CBC, 2022 CFC, 2022, CALGreen Code, 2022 CES, AND ALL OTHER APPLICABLE REQUIREMENTS OF: JURISDICTION: UTILITY: OCCUPANCY CLASSIFICATION: R3 CONSTRUCTION TYPE: 5B EXISTING BUILDING SQ FT: 3145' TOTAL SOLAR ARRAY SQ FT: 238' CONTAINS FIRE SPRINKLERS: NO NUMBER OF STORIES: 2 1. ALL ELECTRICAL EQUIPMENT THAT IS ENTERED INTO FOR NEW CIRCUITS OR RECONFIGURATION OF CIRCUITRY SHALL BE BROUGHT TO MEET CURRENT CODE REQUIREMENTS. “EXISTING” SHALL BE INTERPRETED AS NOT BEING AFFECTED BY THE WORK WITHIN THE SCOPE OF THIS PERMIT, AN ELECTRICAL PLAN APPROVAL DOES NOT WAIVE ANY REQUIREMENTS OF THE 2022 CEC OR CENC. 2. SECTION 705.6 ALL EQUIPMENT SHALL BE APPROVED FOR THE INTENDED USE AND SPECIFICALLY REQUIRES UTILITY-INTERACTIVE INVERTERS USED FOR INTERCONNECTION SYSTEMS BE LISTED AND IDENTIFIED FOR INTERCONNECTION SERVICE. 3. A PERMANENT PLAQUE/DIRECTORY DENOTING THE LOCATION OF ALL ELECTRIC POWER SOURCE DISCONNECTING MEANS ON OR IN THE PREMISES SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT THE LOCATION(S) OF THE SYSTEM DISCONNECT(S) FOR ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OF BEING INTERCONNECTED. 4. THE OUTPUT OF AN INTERCONNECTED ELECTRIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 705.12(A) or (B) 5. THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS. 6. ELECTRICAL CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH CEC 110.14 7. PHOTOVOLTAIC SOURCE CIRCUITS. THE REQUIREMENTS OF ARTICLE 690 PERTAINING TO PHOTOVOLTAIC SOURCE CIRCUITS SHALL NOT APPLY TO AC MODULES. THE PHOTOVOLTAIC SOURCE CIRCUIT, CONDUCTORS, AND INVERTERS SHALL BE CONSIDERED AS INTERNAL WIRING OF AN AC MODULE. 8. PHOTOVOLTAIC SOURCE CIRCUIT, PHOTOVOLTAIC OUTPUT CIRCUIT, INVERTER OUTPUT CIRCUIT, AND STORAGE BATTERY CIRCUIT CONDUCTORS AND EQUIPMENT SHALL BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 240. 9. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY RESPONDERS IN ACCORDANCE WITH 690.12 10. ALL METALLIC RACEWAYS, J-BOXES, SUPPORTS AND MODULES ARE PROPERLY GROUNDED. MODULES SHALL BE GROUNDED SEPARATELY TO ALLOW REMOVAL OF A SINGLE MODULE AND WITHOUT DISRUPTING THE GROUNDING OF OTHER MODULES BY MEANS OF PROPERLY INSTALLED WIRES, LUGS, SCREWS, BOLTS OR OTHER LISTED METHODS. (SHEET METAL SCREWS ARE NOT ALLOWED – 250.8). 2022 CEC 690.43 11. SMOKE ALARMS AND CARBON MONOXIDE ALARMS TO BE PROVIDED AND RETROFITTED INTO THE EXISTING DWELLING. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. MUST BE IN COMPLIANCE WITH R314-COMBINATION; R315.2-LISTING; R315.2.1-EXISTING; R315.3-LOCATION; R315.7- INTERCONNECTION. 12.GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED PER CEC 250.66. Santa Ana Southern California Edison Co 125A BUS(N) 100A MAIN BREAKER(N) SUB PANEL B 50A 2 POLE PV BREAKER IN SUB PANEL B 100A BUS(E) MAIN PANEL A 100A MAIN BREAKER(E) POINT OF INTERCONNECTION (N) (N) 60A AC DISCONNECT BALANCE OF SYSTEM 1 (N) 100A SOLAR ONLY LOAD CENTER1 ATTACHMENT: K2 Tile Hook MOUNTING HARDWARE, ROOFING, AND FRAMING RAIL: K2 44-X STRUCTURAL ROOFING: Clay Tile FRAMING: 2X4 TRUSS @ 24" O.C. ADDITIONAL MOUNTING HARDWARE, ROOFING, AND FRAMING RAIL: K2 44-X ROOFING: Mod Bit FRAMING: 2X4 TRUSS @ 24" O.C. ATTACHMENT: K2 Big Foot X (ChemLink) VICINITY MAP PAGE INDEX SCOPE OF WORK GENERAL NOTES NTS CO V E R P A G E PV 1 STRUCTURAL ONLY 01/16/2025 Bldg #: 101122236 Elect#: 20184915 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. 1012 N King St 1/23/2025 3'-9" 18'-2 " 29'-7"2'-6" 39'-1 " 8'-11" 3'-3" 43'-2 " 9'-2" 30'-1 1 " (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) J i n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B (N) NON-FUSED UTILITY DISCONNECT SWITCH (N) LOAD CENTER (COMBINER PANEL) (N) FUSED CUSTOMER DISCONNECT SWITCH (N) ENPHASE IQ COMBINER BOX MAIN SERVICE PANEL (MSP) ALL-IN-ONE UTIL. METER & MAIN SERVICE PANEL (N) PV SYSTEM UTILITY METER (E) UTILITY METER (N) INVERTER (W/ DC DISCONNECT) (N) SUB PANEL TRENCH FENCE/BLOCK WALL PROPERTY LINE CONDUIT LE G E N D 1/16" = 1'-0" SI T E P L A N PV 2 (N) SOLAR ONLY LOAD CENTER UTILITY AC DISCONNECT & UTILITY PV METER (N) SUB PANEL 1012 N King St FRONT OF HOUSE DRIVEWAY (E) SOLAR ARRAY (N) SOLAR ARRAY(N) AC DISCONNECT (E) AC DISCONNECT (E) PV METER DETACHED GARAGE PATIO ROOF MAIN HOUSE PATIO ROOF B MAIN H O U S E MAIN H O U S E MA I N H O U S E MAIN H O U S E STRUCTURAL ONLY 01/16/2025 1012 N King St 1/23/2025 (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) J i n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B A PV4 9' - 1 1 " 13'-3" 6'-7" 3' - 3 " B PV4 300° 1° 1 300° 20° 2 1. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 2. DC CIRCUIT THAT RUNS INTERIOR TO THE STRUCTURE SHALL BE IN RIGID OR ELECTRICAL METALLIC TUBING AND LOCATED A MINIMUM OF 18" BELOW THE ROOF OR ALONG THE BOTTOM OF LOAD BEARING MEMBERS. STANDOFF SPACING: 72" (TYP.) PARALLEL RAIL SPACING: 3'-4" (TYP.) ARRAY MP 1 MP 2 AZIMUTH: PITCH: STORY: 300° 1° Clay Tile ROOF AZIMUTH: PITCH: ROOFING: 300° 20° Clay Tile AZIMUTH: PITCH: STORY: NOTES AZIMUTH: PITCH: ROOFING: (N) NON-FUSED UTILITY DISCONNECT SWITCH (N) LOAD CENTER (COMBINER PANEL) (N) FUSED CUSTOMER DISCONNECT SWITCH (N) ENPHASE IQ COMBINER BOX MAIN SERVICE PANEL (MSP) ALL-IN-ONE UTIL. METER & MAIN SERVICE PANEL (N) PV SYSTEM UTILITY METER (E) UTILITY METER (N) INVERTER (W/ DC DISCONNECT) (N) SUB PANEL TRENCH FENCE/BLOCK WALL PROPERTY LINE CONDUIT LE G E N D 1/8" = 1'-0" PV L A Y O U T PV 3 3' FSB 3' FSB 3' F S B 3' F S B 3' F S B 3' FSB 3' F S B MP 1 MP 2 STRUCTURAL ONLY 01/16/2025 1012 N King St 1/23/2025 (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) J i n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B MODULE: Jinko Solar JKM395M-72HL-V RAIL: K2 44-X STANDOFF/STANCHION: K2 Tile Hook SNOW LOAD (PSF): 0 EXPOSURE CATEGORY: C BASIC WIND SPEED:115 RAFTER/TRUSS SIZE:2 X 4 ZONE:2 GEOGRAPHY SHAPE: Pitched PITCH:20° MEAN HEIGHT:25' CONTIGUOUS SQ/FT: 87 - Largest Array RAFTER/TRUSS SPACING: 24" O.C. MATERIAL:Clay Tile ARRAY MOUNTING SYSTEM ROOF FRAMING MEMBER ORIENTATION:Portrait WATER TIGHT SEALED PENETRATION Scale: 1' 1/2" = 1' STANDOFF DETAILA 8" K2 Tile Hook Jinko Solar JKM395M-72HL-V MODULE K2 44-X MOUNTING RAIL (E)Clay Tile ROOFING MATERIAL (E) 5/8" PLYWOOD ROOF DECKING (E)2X4 TRUSS @ 24" O.C. (2) 3-1/4"x 3/16" DIA LAG BOLT MODULE MID/END GROUNDING CLAMP 2 UPLIFT CALCULATIONS p q G C q z SOLAR ARRAY Velocity pressure, , evaluated at height shall be calculated by the following equation: z z q 0.00256 K K K V I (PSF)zt d ztK =1.00 dK =0.85 V =115 I =1 n n = x x x x x 6.5.8: GUST EFFECT FACTOR G = 0.85 C = -2.20 (UPLIFT PRESSURE) (DOWNFORCE PRESSURE) DEAD LOAD CALCULATIONSFigure 6-19(A)(B)or(C) POINT LOAD CALCULATIONS MODULE WIDTH (W) = 3.28' MODULE WEIGHT (Mm) = 49.60 (LBS) HARDWARE WEIGHT (Mh) = 5.35 (LBS per module) MODULE LENGTH (L) = 6.59' Amax: 13.33 (PSF) Pu: 50.59 max max 6.5.10: VELOCITY PRESSURE K =0.94 The net design wind pressure for component and cladding elements of mono-sloped, pitched, and troughed roofs shall be determined by the following equation: z NET PRESSURE COEFFICIENT q = 27.05 C = 0.80 zz nh ASCE WIND LOADING = x x DESIGN WIND PRESSURES DESIGN LOADS = 50.59 (UPLIFT) DEAD LOAD = 20.77 (PSF) nh p p = q x G x C (PSF) p u DL = (Mm + Mh) / (L x W) d MAX UPLIFT FORCE MAX TRIBUTARY AREA PL = Amax x DL (lbs)LAG SIZE x LENGTH:5/16" x 4" LAG PULLOUT CAPACITY (Cmax):985 (LBS) LAG BOLTS PER STANDOFF (NI):2 (per standoff) BETWEEN PARALLEL RAILS (Y): 3' - 4" (SINGLE STANDOFF) STANDOFF SPACING BETWEEN RAFTERS/TRUSSES (X): 72" up = A x pmax max DL = 3.56 (PSF) A = X x Y (SQFT)max A = 13.33 (SQFT)max A = 13.33 Dead load (DL) =3.56 (per module) PL = 35.58 (LBS) p Factor of Safety = C x NI /pmax Factor of Safety = 2.92 = 18.39 (DOWNFORCE) LIVE LOAD = 0.00 (PSF) max = 674.47 (LBS) (E) 2X4 TRUSS @ 24" O.C. K2 BIG FOOT X 6" CHEMLINK E-CURB & M-1 STRUCTURAL ADHESIVE/SEALANT (E)Clay Tile (E) ROOF DECKING (1) 5/16" S.S. LAG SCREW. 2.5" MIN EMBEDMENT Jinko Solar JKM395M-72HL-V SOLAR MODULE GROUNDING MID/END CLAMP K2 44-X MOUNTING RAIL TILT MOUNT L-FOOT Scale: 1' 1/2" = 1' STANDOFF DETAILB DE T A I L S & SEE DETAIL UP L I F T C A L C U L A T I O N S PV 4 STRUCTURAL ONLY 01/16/2025 1012 N King St 1/23/2025 (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) A P S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (1 1 ) (N ) J i n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B CO N D U C T O R S & C O N D U I T GND GROUND A1 20AC1 B1 (N)JUNCTION BOX 20A CO N D U C T O R S & C O N D U I T H1A1 (N)SOLAR ONLY LOAD CENTER B1 C1 GND H1H1 (N) 60A PV SYSTEM AC DISCONNECT SWITCH GND 20A (E) JUNCTION BOX (E) GND (E)30A PV SYSTEM AC DISCONNECT SWITCH GND (E) PV SYSTEM kWh METER BI-DIRECTIONAL UTILITY METER GR O U N D NE U T R A L (E) 100A TOP FED MAIN PANEL A 120% RULE ELECTRICAL PANEL SPECSNOTESAC CALCS TO UTILITY GRID 240 VAC 1ɸ (E) 100A (N) 100A GR O U N D NE U T R A L (N) 125A TOP FED SUB PANEL B 50A MODULE SPECS (E)(E)(E) NTS ON E L I N E D I A G R A M PV 5 1012 N King St 1/23/2025 (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) Ji n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B CO N D U C T O R S & C O N D U I T GND GROUND NEUTRAL A1 20AC1 B1 (N) JUNCTION BOX 20A CO N D U C T O R S & C O N D U I T H1A1 (N) SOLAR ONLY LOAD CENTER B1 C1 GND H1H1 (N) 60A PV SYSTEM AC DISCONNECT SWITCH GND 20A (E) JUNCTION BOX (E) GND (E) 30A PV SYSTEM AC DISCONNECT SWITCH GND (E) PV SYSTEM kWh METER BI-DIRECTIONAL UTILITY METER GR O U N D NE U T R A L (E) 100A TOP FED MAIN PANEL A 120% RULE ELECTRICAL PANEL SPECSNOTESAC CALCS TO UTILITY GRID 240 VAC 1ɸ (E) 100A (N) 100A GR O U N D NE U T R A L (N) 125A TOP FED SUB PANEL B 50A MODULE SPECS (E)(E)(E) SEE DETAIL TH R E E L I N E D I A G R A M PV5.1 1012 N King St 1/23/2025 (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) Ji n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B CEC 705.12(B)(2)(3)(b) DO NOT RELOCATE THIS PV SOLAR BREAKER LOCATION: MAIN PANEL DEAD FRONT OVERCURRENT DEVICE CEC 690.13(B) PHOTOVOLTAIC SYSTEM WARNING COMBINER PANEL DO NOT ADD LOADS LOCATION: AC COMBINER PANEL CEC 690.54 LOCATION: AC Disconnect or Point of Interconnect if breaker if breaker is used as AC Disconnect. RAPID SHUTDOWN SWITCH FOR SOLAR PV CEC 690.56(C)(2) A RAPID SHUTDOWN SWITCH SHALL HAVE A LABEL LOCATED ON OR NO MORE THAN 3 FT FROM THE SWITCH THAT INCLUDES THIS WORDING. THE LABEL SHALL BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8 IN., IN WHITE ON RED BACKGROUND. RATED AC OUTPUT CURRENT: NOMINAL OPERATING AC VOLTAGE: PHOTOVOLTAIC AC DISCONNECT 33.72 240 CEC 705.12(B)(2)(3)(b) LOCATION: Rapid Shutdown 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. SOLAR ELECTRIC PV PANELS CEC 690.56(C)(1)(a) WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LOCATION: Main Service CEC 690.54 LOCATION: Main Service DUAL POWER SOURCE WARNING SECOND SOURCE IS PHOTOVOLTAIC CEC 690.31(G)(3) & 690.31(G)(4) WARNING: PHOTOVOLTAIC POWER SOURCE NO MORE THAN 10 FT. CEC 690.13(B) WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION A PERMANENT PLAQUE OR DIRECTORY, DENOTING ALL ELECTRIC POWER SOURCES ON OR IN THE PREMISES, SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OF BEING INTERCONNECTED. CEC 690.56(B), 690.4(D), 705.10, AND 705.12 SECOND SOURCE IS PHOTOVOLTAIC SYSTEM WARNING DUAL POWER SOURCE LABEL NOTES ONLY INSTALL APPLICABLE LABELS. Marking is required on all interior and exterior PV conduit, raceways, enclosures, cable assemblies, and junction boxes to alert the fire service to avoid cutting them. Marking shall be placed every 10', within 1' of turns or bends, above and/or below penetrations, and at all PV combiner and junction boxes. Reflective weather resistant material suitable for the environment (durable adhesive materials must meet this requirement) Marking Content and Format: -Red Background -White Lettering -Minimum 3/8” Letter Height -All capital letters -Arial or similar font, Non bold NTS LA B E L S PV 6 1012 N King St 1/23/2025 (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) AP S y s t e m s D S 3 - L Mi c r o i n v e r t e r ( s ) : (11 ) (N ) Ji n k o S o l a r J K M 3 9 5 M - 7 2 H L - V Mo d u l e : DC S y s t e m S i z e : Designed For: AC S y s t e m S i z e : Ro s a l e s R e s i d e n c e 10 1 2 N K i n g S t (E ) 4 . 7 4 k W + ( N ) 4. 3 5 k W 8. 4 5 k W Sa n t a A n a , C A 9 2 7 0 6 Signature: Scale: TM PR-6095 12/13/2024 Project ID: Date: Designer:Skyfire Solar Design RE V I S I O N S DA T E DI S C R I P T I O N 1/ 1 6 / 2 4 RE V Se e S O W P V 1 A 1/ 1 6 / 2 4 La b e l e d M a i n H o u s e P V 2 B NTS DI R E C T O R Y PV 7 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - OPERATING VOLTAGE = 240V MAX CURRENT = 33.72A LOCATE ON MAIN SERVICE ENTRANCE SECTION 1012 N King St Santa Ana, CA 92706 SERVICE POINT & UTILITY METER AC DISCONNECT PV METER SUB PANEL AC DISCONNECT SOLAR ONLY LOAD CENTER SOLAR PHOTOVOLTAIC SOLAR PHOTOVOLTAIC FRONT OF HOME 1012 N King St 1/23/2025 December 11, 2024 Subject: Proposed Solar Panel Installation Rosales, Rogelio Residence, 1012 N King St, Santa Ana, CA Job #001-04502 To Whom it May Concern, Design Parameter Summary Governing Building Code: 2022 California Residential Code Risk Category: II Wind Exposure: C Design Wind Speed: 115 mph Ground Snow Load: 0 psf Roof Information Roofing Material: Clay Tile, Mod Bit Roof Slope: 20, 1 degrees We have reviewed information, provided by our client, related to the proposed solar panel installation at the above-referenced address. The purpose of the review was to determine if the existing roof is structurally adequate for the proposed installation. Based on our review and analysis of the given information, and in accordance with governing building codes, I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the Design Criteria. Engineering Analysis Lag Screws: 2 screws, 5/16" dia min., with min. 2.5" embedment into roof truss top chord only, at 72" O.C. max Roof Structure: 2x4 Manufactured Trusses @ 24" O.C. (assumed) Roof Connection Details (Roof 1) Roof Connection Details (Roof 2) Lag Screws: 1 screws, 5/16" dia min., with min. 2.5" embedment into roof truss top chord only, at 72" O.C. max Wind uplift on the panels has been calculated in accordance with the relevant provisions of ASCE 7-16. This loading has been used to verify the adequacy of the connection specified above. Connection locations should be in accordance with design drawings. Stagger attachments to avoid overloading any individual truss top chord. The proposed installation will be 6" max. above the roof surface (flush mounted) and parallel to the roof surface. Therefore, any increase in wind loading on the building structure from the solar panel installation is expected to be negligible. Wind is the governing lateral load case. Because the increase in lateral loading is not increased by more than 10%, per provisions in the adopted building codes, the structure need not be altered for lateral loading. Everest K2 Systems Crossrail 44-X rails will support the modules and will fasten to the roof structure with Everest K2 Flat Tile Hook and K2 Big Foot along the rail. The proposed installation - including weight of panels, racking, mounts, and inverters where applicable - will be approximately 3 psf. In the areas where panels are installed, roof live loads will not be present. The reduction of roof live load is adequate to fully or partially compensate for the addition of the panel installation. Because the member forces in the area of the solar panels are not increased by more than 5%, and so per provisions in the adopted building codes, the structure need not be altered for gravity loading. 1012 N King St 1/23/2025 Sincerely, Trevor A. Jones, P.E. 12/11/2024 Limitations and Disclaimers If you have any questions or concerns, please contact me at (208)-994-1680, or email me directly at Trevor@pvletters.com. Electrical design is excluded from this analysis. Waterproofing is the sole responsibility of the installer and is also excluded from this analysis. Solar panels must be installed per manufacturer specifications. Structural design and analysis of the adequacy of solar panels, racks, mounts, and other components is performed by each component's respective manufacturer; the undersigned makes no statement authority (city or county building department) and your office, and may not be utilized or relied on by any other party. The opinion expressed in this letter is made in reliance on the following assumptions: the existing structure is in good condition; the existing structure is free from defects in design or workmanship; and the existing structure was code‐compliant at the time of its design and construction. These assumptions have not been independently verified, and we have relied on representations made by our client with respect to the foregoing. The undersigned has not inspected the structure for defects, although we have reviewed the information provided by our client, including pictures where applicable. The roof structure need not be altered for either gravity loading (including snow) or lateral loading (including wind). Therefore, the existing structure is permitted to remain unaltered. Connections to the roof must be made per the "Roof Connection Details" section above. Copies of all relevant calculations are enclosed. Conclusion 1012 N King St 1/23/2025 Standard Loading Comparison (Roof 1) Without Solar With Solar Dead Load Clay Tile 10 10 psf 1/4" Plywood 1 1 psf Framing 4 4 psf Insulation 1 1 psf 1/2" Gypsum Ceiling 2 2 psf M,E, & Misc 1.5 1.5 psf Solar Panel 0 3 psf Total Dead Load 19.5 22.5 psf Snow Load Ground Snow Load, Pg psf Exposure Factor, Ce Thermal Factor, Ct Importance Factor, Is Flat Roof Snow Load ASCE 7 Eqn. 7.3-1 or jurisdiction min. Slope degrees Unobstructed Slippery Surface?No No Slope Factor, Cs 1.00 1.00 Sloped Roof Snow Load 0.0 0.0 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 39.5 22.5 psf D + S 19.5 22.5 psf Max. Load 39.5 22.5 psf % of original 56.96% Result: This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Because the total forces are decreased, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 0 1.1 20 1 1.00 0 1012 N King St 1/23/2025 Standard Loading Comparison (Roof 2) Without Solar With Solar Dead Load Mod Bit 2 2 psf 1/4" Plywood 1 1 psf Framing 4 4 psf Insulation 1 1 psf 1/2" Gypsum Ceiling 2 2 psf M,E, & Misc 1.5 1.5 psf Solar Panel 0 3 psf Total Dead Load 11.5 14.5 psf Snow Load Ground Snow Load, Pg psf Exposure Factor, Ce Thermal Factor, Ct Importance Factor, Is Flat Roof Snow Load ASCE 7 Eqn. 7.3-1 or jurisdiction min. Slope degrees Unobstructed Slippery Surface?No No Slope Factor, Cs 1.00 1.00 Sloped Roof Snow Load 0.0 0.0 psf Live Load Roof Live Load 20 0 psf Load Combination D + Lr 31.5 14.5 psf D + S 11.5 14.5 psf Max. Load 31.5 14.5 psf % of original 46.03% Result: This calculation justifies the additional solar load by comparing existing to proposed gravity loads in the location of the solar panels. Because the total forces are decreased, per the relevant code provisions stated in the body of the letter, the existing roof structure is permitted to remain unaltered. 0 1.1 1 1 1.00 0 1012 N King St 1/23/2025 Lag Screw Calculation (per ASCE 7-16) (Roof 1) Connection Demand Spacing perpendicular to rail, in 40 Roof Angle, degrees 20 Roof Layout Gable Wind Speed, mph 115 Exposure Coefficient, Kz 0.85 (Table 26.10-1) Topographic Factor, Kzt 1.00 (Table 26.8.1) Directionality Factor, Kd 0.85 (Table 26.6-1) Elevation Factor, Ke 1.00 (Table 26.9-1) Velocity Pressure qz, psf 24.3 (Table26.10-1) Zones:1 2n, 2r, 2e 3r, 3e Spacing parallel to rail, in 72 72 72 GCp (max)(Figure 29.4-7)2.00 2.58 3.07 Exposed Panels? (γE = 1.5) (Fig. 29.4-7)No No No Effective Wind Area on each con., ft 19.8 19.8 19.8 Pressure Equalization Factor, γa (Figure 29.4-8)0.68 0.68 0.68 Uplift Force, psf (Equation 29.4-7)33.2 42.7 50.9 Max. Uplift Force / Connection (0.6 WL), lbs 393.6 507.0 603.6 Solar Dead Load (0.6 DL). Lbs 35.6 35.6 35.6 Max. Uplift Force (0.6 WL - 0.6 DL), lbs 358.0 471.5 568.0 Connection Capacity Attachment FTG Everest K2 Flat Tile Hook Attachment location Framing Fastener Type Lag Screw Fastener Diameter, in 0.3125 Embedment Length, in 2.5 Lumber Species & Grade DFL #2 (Assumed) Nominal Withdrawal Capacity W, lbs 665 # of Screws 2 Load Duration Factor Cd 1.6 Screw Adj. Withdrawal Cap. W', lbs 2128 Attachment FTG Strength with Cd, lbs 658 Max applied load, lbs 568 Max allowable load, lbs 658 Compare Adjusted Withdrawal Capacity to ASD Factored Demand Zones:1 2n, 2r, 2e 3r, 3e O.K. O.K. O.K. This calculation justifies the connection of the solar panels to existing roof members, by showing the connection capacity is equal to or greater than the uplift force demands. 1012 N King St 1/23/2025 Lag Screw Calculation (per ASCE 7-16) (Roof 2) Connection Demand Spacing perpendicular to rail, in 40 Roof Angle, degrees 1 Roof Layout Gable Wind Speed, mph 115 Exposure Coefficient, Kz 0.85 (Table 26.10-1) Topographic Factor, Kzt 1.00 (Table 26.8.1) Directionality Factor, Kd 0.85 (Table 26.6-1) Elevation Factor, Ke 1.00 (Table 26.9-1) Velocity Pressure qz, psf 24.3 (Table26.10-1) Zones:1, 1'2 3 Spacing parallel to rail, in 72 72 72 GCp (max)(Figure 29.4-7)1.58 2.14 2.89 Exposed Panels? (γE = 1.5) (Fig. 29.4-7)No No No Effective Wind Area on each con., ft 19.8 19.8 19.8 Pressure Equalization Factor, γa (Figure 29.4-8)0.68 0.68 0.68 Uplift Force, psf (Equation 29.4-7)26.2 35.6 47.9 Max. Uplift Force / Connection (0.6 WL), lbs 310.6 421.8 568.0 Solar Dead Load (0.6 DL). Lbs 35.6 35.6 35.6 Max. Uplift Force (0.6 WL - 0.6 DL), lbs 275.0 386.2 532.4 Connection Capacity Attachment FTG Everest K2 Big Foot Attachment location Framing Fastener Type Lag Screw Fastener Diameter, in 0.3125 Embedment Length, in 2.5 Lumber Species & Grade DFL #2 (Assumed) Nominal Withdrawal Capacity W, lbs 665 # of Screws 1 Load Duration Factor Cd 1.6 Screw Adj. Withdrawal Cap. W', lbs 1064 Attachment FTG Strength with Cd, lbs 800 Max applied load, lbs 532 Max allowable load, lbs 800 Compare Adjusted Withdrawal Capacity to ASD Factored Demand Zones:1, 1'2 3 O.K. O.K. O.K. This calculation justifies the connection of the solar panels to existing roof members, by showing the connection capacity is equal to or greater than the uplift force demands. 1012 N King St 1/23/2025 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.   Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2.   Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.   Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4.   Will the PV system weigh maximum 4 pounds per square feet or less? 5.   Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8.   Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9.   Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 1012 North King Street EnergyAid 978758 X X X X X X X X X X Crystel Roxas 9094935210 permits@energyaid.net 01/17/2025 1012 N King St 1/23/2025 To Whom It May Concern, This letter serves as authorization for EnergyAid to install solar panels on my property located at 1012 North King Street Santa Ana, CA 92706 I, Rogelio Rosales, the property owner, hereby grant EnergyAid full permission to access my property and proceed with the installation of the solar panels. I understand that EnergyAid will obtain all necessary permits and approvals from local authorities prior to commencing the installation. Sincerely, Rogelio Rosales Docusign Envelope ID: 0E475021-F5C5-4591-92BC-1C3B8EE909C5 1/4/2025 1012 N King St 1/23/2025 Certificate Of Completion Envelope Id: 0E475021-F5C5-4591-92BC-1C3B8EE909C5 Status: Completed Subject: Complete with Docusign: HO Authorization Letter.pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 5 Initials: 0 EnergyAid Permitting Dept AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 1715 E Wilshire Ave STE 715 Santa Ana, CA 92705 permits@energyaid.net IP Address: 192.166.244.197 Record Tracking Status: Original 1/2/2025 10:48:36 AM Holder: EnergyAid Permitting Dept permits@energyaid.net Location: DocuSign Signer Events Signature Timestamp Rogelio Rosales vteflores49@yahoo.com Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: 107.137.111.230 Sent: 1/2/2025 10:48:58 AM Resent: 1/3/2025 9:54:40 AM Viewed: 1/4/2025 2:28:11 PM Signed: 1/4/2025 2:28:45 PM Electronic Record and Signature Disclosure: Accepted: 1/4/2025 2:28:11 PM ID: 333e18da-caeb-4606-9982-717217102f73 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp EnergyAid Permitting Dept permits@energyaid.net Permits EnergyAid Security Level: Email, Account Authentication (None) Sent: 1/2/2025 10:48:57 AM Resent: 1/4/2025 2:28:47 PM Viewed: 1/2/2025 10:56:27 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 1/2/2025 10:48:58 AM Certified Delivered Security Checked 1/4/2025 2:28:11 PM Signing Complete Security Checked 1/4/2025 2:28:45 PM 1012 N King St 1/23/2025 Envelope Summary Events Status Timestamps Completed Security Checked 1/4/2025 2:28:45 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure 1012 N King St 1/23/2025 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, EnergyAid (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 6/16/2022 12:13:15 PM Parties agreed to: Rogelio Rosales 1012 N King St 1/23/2025 Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. 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By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that:  You can access and read this Electronic Record and Signature Disclosure; and  You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and  Until or unless you notify EnergyAid as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by EnergyAid during the course of your relationship with EnergyAid. 1012 N King St 1/23/2025 25-Year Performance Warranty KEY FEATURESLINEAR PERFORMANCE WARRANTY Diamond Half Cell Technology World-record breaking efﬁcient mono PERC half cut solar cells deliver high power in a small footprint. Designed for Long Life Uses the same DuPont protective ﬁlm as the Space Station, Mars Lander, and jetliners. 25-year warranty. Shade Tolerant Twin array design allows continued performance even with shading by trees or debris. Power Boost in Cloudy Conditions A special ﬁlm diffuses light, boosting performance even with shading by trees or debris. Protected Against All Environments Certiﬁed to withstand humidity, heat, rain, marine environments, wind, hailstorms, and packed snow. BUILDING YOUR TRUST IN SOLAR. JINKOSOLAR.US KEY FEAT RE Diamond Half Cell Technologyy o PERC gy • ISO9001:2008 Quality Standards • ISO14001:2004 Environmental Standards • IEC61215, IEC61730 certiﬁed products • OHSAS18001 Occupational Health & Safety Standards • UL1703 certiﬁed products • NYSE-listed since 2010, Bloomberg Tier 1 manufacturer • Best-selling module globally for last 4 years • Top performance in the strictest 3rd party labs • 99.9% on-time delivery to the installer • Automated manufacturing utilizing artiﬁcial intelligence • Vertically integrated, tight controls on quality • Premium solar panel factories in USA and Malaysia EAGLE 72HM G2 390-410 WATT • HALF CELL MONO PERC MODULE Positive power tolerance of 0~+3% SOLAR BRAND THE MOST DEPENDABLE Years 1 5 10 15 20 25 Gu a r a n t e e d p o w e r p e r f o r m a n c e 97.5% 83.1% 100% 60% 40% 20% 0% Nomenclature: JKM410M - 72HL-V Code Cell Code Cell Code Certiﬁcation null Full null Normal null 1000V H Half L Diamond V 1500V ENGINEERING DRAWINGS PACKAGING CONFIGURATION TEMPERATURE CHARACTERISTICS MAXIMUM RATINGS MECHANICAL CHARACTERISTICS ELECTRICAL CHARACTERISTICS Cells Mono PERC Diamond Cell (158.75x158.75mm) No. of Half Cells 144 (6×24) Dimensions 2008×1002×40mm (79.06×39.45×1.57in) Weight 22.5kg (49.6lbs) Front Glass 3.2mm, Anti-Reflection Coating High Transmission, Low Iron, Tempered Glass Frame Anodized Aluminum Alloy Junction Box IP67 Rated Output Cables 12 AWG, 1400mm (55.12in) or Customized Length Fire Type Type 1 Pressure Rating 5400Pa (Snow) & 2400Pa (Wind) (Two pallets = One stack) 27pcs/pallet, 54pcs/stack, 594pcs/40’HQ Container Temperature Coefficients of Pmax -0.35%/°C Temperature Coefficients of Voc -0.29%/°C Temperature Coefficients of Isc 0.048%/°C Nominal Operating Cell Temperature (NOCT)45±2°C Operating Temperature (°C)-40°C~+85°C Maximum System Voltage 1500VDC (UL and IEC) Maximum Series Fuse Rating 20A Module Type JKM390M-72HL-V JKM395M-72HL-V JKM400M-72HL-V JKM405M-72HL-V JKM410M-72HL-V STC NOCT STC NOCT STC NOCT SCT NOCT SCT NOCT Maximum Power (Pmax)390Wp 287Wp 395Wp 291Wp 400Wp 294Wp 405Wp 298Wp 410Wp 302Wp Maximum Power Voltage (Vmp) 39.64V 37.0V 39.90V 37.4V 40.16V 37.6V 40.42V 37.8V 40.68V 38.0V Maximum Power Current (Imp) 9.84A 7.75A 9.90A 7.77A 9.96A 7.82A 10.02A 7.88A 10.08A 7.94A Open-circuit Voltage (Voc)48.6V 45.8V 48.8V 46.0V 49.1V 46.2V 49.4V 46.5V 49.6V 46.7V Short-circuit Current (lsc)10.46A 8.45A 10.54A 8.51A 10.61A 8.57A 10.69A 8.63A 10.76A 8.69A Module Efficiency STC (%)19.38%19.63%19.88%20.13%20.38% ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE BUILDING YOUR TRUST IN SOLAR. JINKOSOLAR.US The company reserves the final right for explanation on any of the information presented hereby. JKM390-410M-72HL-V-A4-US Voltage (V) Temperature Dependence of Isc, Voc, Pmax Current-Voltage & Power-Voltage Curves (410W) Front Cell Temperature (°C) &X U U H Q W $ 3R Z H U : P P ǥ PPǥ P P ǥ P P ǥ P P ǥ PPǥ + 5 5 ,,,,, ,9 , , ,, ,,, ,9 Side Back 1R U P D O L ] H G , V F 9 R F 3 P D [ ,VF 9RF 3PD[ Length: ± 2mm Width: ± 2mm Height: ± 1mm Row Pitch: ± 2mm *STC: Irradiance 1000W/m2 NOCT: Irradiance 800W/m2 *Power measurement tolerance: ±3% Cell Temperature 25°C Ambient Temperature 20°C AM = 1.5 AM = 1.5 Wind Speed 1m/s 1012 N King St 1/23/2025 2024/02/22 Rev2.0 PRODUCT FEATURES WIRING SCHEMATIC DS3 Series The most powerful Dual Microinverter • One microinverter connects to two solar modules • Max output power reaching 640VA, 768VA or 880VA • Two independent input channels (MPPT) • CA Rule 21 (UL 1741 SB) compliant • NEC 2020 690.12 Rapid Shutdown Compliant • Encrypted Wireless ZigBee Communication • Phase Monitored and Phase Balanced APsystems’ 3rd generation of dual-module microinverters, the DS3 product family represents the culmination of years of power conversion expertise and innovation in high-efficiency, high-density power conversion to maximize the peak performance of today’s high-capacity PV modules. The DS3 series reaches unprecedented levels of power output. It features 2 input channels, each with independent MPPT, and encrypted wireless ZigBee communication. An innovative and compact design makes the product lighter while maximizing power production, and silicone-encapsulated components reduce stress on electronics, facilitate thermal dissipation, and enhance weatherproofing. Reliability is significantly increased thanks to 20% fewer components than previous generations. A 24/7 energy access through apps or web based portal facilitate remote diagnosis and maintenance. The DS3 series is grid-interactive and fully compliant with CA Rule 21 requirements. With an excellent performance and high converstion efficiency, a unique integration with less components, the APsystems DS3 series is a gamechanger for residential and commercial solar. Leading the Industry in Solar Microinverter Technology Region Model USA Canada Datasheet | DS3 Microinverter Series Mechanical Data Operating Ambient Temperature Range(3)-40°F to +149°F (-40°C to +65°C) Storage Temperature Range -40°F to +185°F (-40°C to+85°C) Dimensions (W x H x D) 10.3” × 8.6” × 1.6” (263mm x 218mm x 41.2mm) 10.3” × 8.6” × 1.7” (263mm x 218mm x 42.5mm) Weight 5.7lbs(2.7kg) 6.8lbs(3.1kg) DC Connector Type Stäubli MC4 PV-ADBP4-S2&ADSP4-S2 Cooling Natural Convection - No Fans Enclosure Environmental Rating Type 6 Efficiency Peak Efficiency 97.3% CEC Efficiency 97% Nominal MPPT Efficiency 99.5% Night Power Consumption 20mW Features Communication (Inverter To ECU) (4)Encrypted ZigBee Isolation Design High Frequency Transformers, Galvanically Isolated Energy Management Energy Management Analysis (EMA) system Warranty(5)10 Years Standard ; 25 Years Optional Compliance Safety and EMC Compliance UL1741; CSA C22.2 No. 107.1-16; UL1741SA; UL1741SB; IEEE1547; Rule 21; SRD-V2.0; FCC Part15; ICES-003; NEC2014&NEC2017&NEC2020 Section 690.11 DC Arc-Fault circuit Protection; NEC2014&NEC2017&NEC2020 Section 690.12 Rapid Shutdown of PV systems on Buildings APsystems 8627 N. Mopac Expy, Suite 150, Austin, TX 78759 apsystems.com © All Rights Reserved Speciﬁcations subject to change without notice please ensure you are using the most recent update found at web : usa.APsystems.com Meets the standard requirements for Distributed Energy Resources (UL 1741) and identiﬁed with the CSA Listed Mark Input Data (DC) Recommended PV Module Power (STC) Range 250Wp-480Wp+ 265Wp-570Wp+ 300Wp-660Wp+ Peak Power Tracking Voltage 28V-45V Operating Voltage Range 26V-60V Maximum Input Voltage 60V Maximum Input Current 16A x 2 18A x 2 20A x 2 Maximum input short circuit current 20A per input 22.5A per input 25A per input Output Data (AC) Maximum Continuous Output Power 640VA 768VA 880VA Nominal Output Voltage/Range(1)240V / 211V-264V Nominal Output Current 2.66A 3.2A 3.7A Maximum Output Fault Current (ac) And Duration 5.691Apk, 26.75ms of duration; 3.307Arms Nominal Output Frequency/ Range(1)60Hz/58.8Hz-61.2Hz(HECO:57Hz-63Hz) Power Factor (Default/Adjustable) 0.99/0.8 leading…0.8 lagging Maximum Units per 12AWG Branch(2)6 (20A breaker) 5 (20A breaker) 4 (20A breaker) Maximum Units per 10AWG Branch(2)9 (30A breaker) 7 (30A breaker) 6 (30A breaker) DS3-LDS3-S DS3 (1)Nominal voltage/frequency range can be extended beyond nominal if required by the utility. (2)Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. (3)The inverter may enter to power de-grade mode under poor ventilation and heat dissipation installation environment. (4) Recommend no more than 80 inverters register to one ECU for stable communication. (5)To be eligible for the warranty, APsystems microinverters need to be monitored via the EMA portal. Please refer to our warranty T&Cs available on usa.APsystems.com. 1012 N King St 1/23/2025 CrossRail System DATA SHEET K2 Flash Comp Kit Waterproofing /Water Shield redirects water away from penetration /K2 EverSeal preassembled on L-Foot /EPDM backed sealing washing on lag screw In-Rail Wire Management /4 open channel rail types available /Wires help with clamps and wire management clips /3 clip types available 2 PRODUCT FEATURES /High quality, German-engineered system for residential and commercial installations /4 rail sizes available to suit all structural conditions /Universal components for all rail types /Use 2 innovative components to turn this system into Shared Rail or Tilt Up /MK3 technology provides highest rail engagement /Roof attachments for all roof types /100% code compliant, structural validation for all solar states /Fast installation with minimal component count result in low total installed cost CrossRail System Roof Type Composition shingle, tile, standing seam, corrugated metal, trapezoidal metal Material High corrosion resistance stainless steel and high grade aluminum Flexibility Modular construction, suitable for any system size, height adjustable PV Modules For all common module types Module Orientation Portrait and landscape Roof Connection Rafter or deck connection depending on selected roof attachment Structural Validity IBC compliant, stamped engineering letters available for all solar states Certifications UL 2703, ASCE 7–16, Class A Fire Rating Warranty 25 years TECHNICAL DATA 1012 N King St 1/23/2025 3 Part Number Description 4000630 L-Foot Slotted Set, Mill 4000631 L-Foot Slotted Set, Dark 4000080 T-Foot X 6" Kit, Mill 4000218 Big Foot 6" w/3" + Chem Link Clip Kit L-Foot & T-Foot Part Number Description 4000156 K2 Flash Comp Kit, Mill 4000157 K2 Flash Comp Kit, Dark K2 Metal Flashings Part Number Description 4000034 Flat Tile Hook Set, w/Lags 4001294 Tile Hook 3S Wide Base w/Hardware 4000140 Universtal Standard Hook 9" Base Kit 4000141 Flat Tile Hook X, Kit 4000142 Universal Standard Hook +2, 5.5" Base, Kit Standard Tile Hooks Part Number Description 4000140-B USH, 9", Bake Kit, w/Butyl 4000141-B Flat Tile Hook X Kit, w/Butyl 4000142-B USH +2, 5.5" Base Kit, w/Butyl EverSeal Tile Hooks Part Number Description 4000307 Corrugated PowerClamp, Kit Corrugated Power Clamp, Kit Part Number Description 4000308 Trapezoidal PowerClamp, Kit Trapezoidal Power Clamp, Kit Part Number Description 4000019 CrossRail 44-X, 166", Mill 4000020 CrossRail 44-X, 166", Dark 4000021 CrossRail 44-X, 180", Mill 4000022 CrossRail 44-X, 180", Dark CrossRail 44-X Part Number Description 4000662 CrossRail 48-X, 166", Mill 4000663 CrossRail 48-X, 166", Dark CrossRail 48-X Part Number Description 4000695 CrossRail 48-XL, 166", Mill 4000705 CrossRail 48-XL, 166", Dark CrossRail 48-XL Part Number Description 4000508 CrossRail 80 168" Rail Mill CrossRail 80 Part Number Description 4000131 Splice Foot X, Set, Mill 4000162 Splice Foot XL, Set, Mill 4000115 Splice Foot Screw, m5×60 Splice Foot X & XL Part Number Description 4000016 Standing Seam PowerClamp, Mini, Set 4000017 Standing Seam PowerClamp, Standard, Set Standing Seam PowerClamps Components 4 Part Number Description 4000069 Wire Management Clip, TC 4000382 HEYClip SunRunner Cable Slip SS, S6404 4005394 Wire Mangement Clip, Omega, Black Wire Management Part Number Description 4000629-H CR Microinverter & Opt, 13mm Hex Kit 4000006-H Everest Ground Lug, 13mm Hex 4000083 MLPE, Module Frame Mount, Kit Bonding & Grounding Part Number Description 4000176 EndCap 44-X, K2 4000431 CrossRail Flat EndCap, CR 48-X, 48-XL 4001221 EndCap, Black, CR80 End Caps Part Number Description 4000177 Sleeve CR 44-X 4000583 CrosRail 3" Black Sleeve 48-X, 48-XL CR 48-X/48-XL Sleeve K2 Mid Clamp Part Number Description 4000090 CR EC Silver, 30–40mm 4000091 CR EC Dark, 30–40mm 4000092 CR EC Silver, 40–47mm 4000093 CR EC Dark, 40–47mm K2 End Clamp Part Number Description 4000601-H CR MC Silver, 30–47mm, 13mm Hex 4000602-H CR MC Dark, 30–47mm, 13mm Hex 4000688-H CR MC Silver, 40–50mm, 13mm Hex 4000689-H CR MC Dark, 40–50mm, 13mm Hex Part Number Description 4000050-H Yeti Hidden EC for CR, 13mm Hex Set Yeti Clamp Part Number Description 4000051 Rail Connector CR 44-X, Set, Mill 4000052 Rail Connector CR 44-X, Set, Dark 4000385 RailConn CR48-X,48-XL Struct Set, Mill 4000386 RailConn CR48-X,48-XL Struct Set, Dark 4001196 Rail Connecctor UL 2703 Set, CR80, Mill CrossRail Rail Connector 1012 N King St 1/23/2025 k2-systems.com We support PV systems Formerly Everest Solar Systems Flat Tile Hook TECHNICAL SHEET 1 2 Item Number Description Part Number 1 Flat Tile Hook 4000034 | Flat Tile Hook, Set, w/ Lags 2 T-Bolt & Hex Nut 3 5/16" Lag Screws w/ EPDM Washers 3 k2-systems.com We support PV systems Formerly Everest Solar Systems FLAT TILE HOOK Flat Tile Hook Height from Roofs 56 mm / 4.8 in Total Length 220 mm / 8.7 in Width 40 mm / 1.6 in Sectional Properties Flat Tile Hook Material 304 Stainless Steel Ultimate Compression Load 807 lbs Ultimate Tensile Load 1474 lbs Allowable Compression Load 350 lbs Allowable Tensile Load 350 lbs Weight 1.4 lbs Mechanical Properties Units: [mm] in 1012 N King St 1/23/2025 Technical Data Sheet Polyether Technology CSI Section No. 07 12 13 Product Description E-Curb penetration seals replace old-style metal pitch pans with versatile, precast components and pourable sealants. &ඐඍඕ/එඖඓ¶ඛ E-Curb system can usually be LQVWDOOHGLQXQGHUPLQXWHVDQGQHYHUUHTXLUHVÀDVKLQJ or mechanical attachment. Special Characteristics 5DSLGLQVWDOODWLRQ³6OLS¿W´OLJKWZHLJKWFXUEGHVLJQ UHGXFHVODERUVLJQL¿FDQWO\ ([FHOOHQWDGKHVLRQWRPRVWURR¿QJPDWHULDOV 1RÀDVKLQJRUPHFKDQLFDODWWDFKPHQWUHTXLUHG • Service Temperature -40°F to 200°F (-40°C to 93°C) • 1-Part® DFFRPPRGDWHVPRYHPHQWDQGLVVXJJHVWHG IRUXVHRQDOOJUDQXODWHGPHPEUDQHVDQGGHWDLOV with excessive movement. • For sloped roof applications, substitute DuraLink 50™ non-slump adhesive/sealant for 1-Part and M-1® /DVW5HYLVLRQ E-CURBTM SYSTEM 62/$53(1(75$7,216($/6 E-CurbsDUHGHVLJQHGIRUXVHRQJUDQXODWHGPRGL¿HG ELWXPHQDVSKDOWDQGFRDOWDU%85EXLOWXSURR¿QJ E-CurbsDUHVSHFL¿HGIRU39&(3'03,%DQG732 VLQJOHSO\URR¿QJPHPEUDQHV7323ULPHULVUHTXLUHG IRUXVHZLWK732VLQJOHSO\URRIPHPEUDQH When installed properly, this system forms a durable, ZDWHUSURRI UXEEHU VHDO DURXQG SHQHWUDWLRQV $Q H[WHQGHG PDQXIDFWXUH ZDUUDQW\ DJDLQVW OHDNV LV activated with submittal of a completed warranty card. Restrictions • 3OHDVHFRQWDFWFXVWRPHUVHUYLFHIRUDSSOLFDWLRQ JXLGHOLQHVZLWKWHPSHUDWXUHVEHORZ)& 'RQRWDSSO\LIUDLQLVDQWLFLSDWHGZLWKLQKRXUV 'RQRWXVHRQ+\SDORQRUVPRRWK$33PRGL¿HG ELWXPHQPHPEUDQH)RUVPRRWK$33WRUFKGRZQ DWDUJHWRIJUDQXODWHG$33EHIRUHLQVWDOODWLRQ 7323ULPHUPXVWEHXVHGIRU732DSSOLFDWLRQV 'RQRWSULPHERQGLQJVXUIDFHVZLWKDVSKDOWSULPHU 'RQRWXVHDVSKDOWFHPHQWDVD³QLJKWVHDODQW´ Use M-1 for this purpose. • E-CurbNLWVDUHGHVLJQHGWRFRQWDLQHQRXJK1-Part WR¿OOHDFKFXUEZLWKGLVSODFHPHQWLQFRQVLGHUDWLRQ Refer to our penetration calculator under contractor UHVRXUFHVDWFKHPOLQNFRPWRYHULI\YROXPHV E-Curb System Components • E-CurbH[WHULRUULQJVVWUDLJKWVDQGFRUQHUV • M-16WUXFWXUDO$GKHVLYH6HDODQWXVHGIRUERQGLQJ the E-CurbFRPSRQHQWVVHDOLQJDQGSULPLQJWKH penetration. • 1-Part³PRLVWXUHFXUH´SRXUDEOHVHDOHUXVHGWRIRUPD GXUDEOHZDWHUWLJKWVHDODURXQGWKHURRISHQHWUDWLRQ E-CurbSUHFDVWIRUPFRPSRQHQWVDUHFRPSRVHGRIOLJKW ZHLJKWQ\ORQUHVLQ7KHE-CurbLVLQFKHVKLJKDQGLV available in a variety of shapes and sizes. Standard sizes include bisected circular pieces with LQVLGHGLDPHWHUVRIRULQFKHVFRUQHUSLHFHV ZLWKDLQFKUDGLXVVWUDLJKWSLHFHVLQLQFKRULQFK OHQJWKVDQGD´[´UHFWDQJOH7KHRXWHUVXUIDFH LVLPSHUYLRXVWRLFHFRUURVLRQ89XOWUDYLROHWOLJKWDQG SRQGLQJZDWHU M-1 6WUXFWXUDO $GKHVLYH6HDODQW LV D GXUDEOH VHOI ¿[WXULQJPRLVWXUHFXUHPDVWLF&DUWULGJHVRIM-1 are supplied in each E-Curb Kit. Components are also sold separately. 1-Part LV D KLJKO\ ÀH[LEOH VHOIOHYHOLQJ PRLVWXUH FXUH SRXUDEOHVHDOHUWKDWHOLPLQDWHVPL[LQJ,WLVDOVR VROLGUXEEHUKDVDYHU\ORZ92&FRQWHQWZLOOQRWPHOW RUVKULQNDQGLVUHVLVWDQWWRGHWHULRUDWLRQ,WLVVXSSOLHG LQR]DQGR]FDUWULGJHVRUJDOORQSRXFKHV Unused sealant can be capped and reused. 'RFXPHQW1R'66 &ඐඍඕ/එඖඓ Construction & Maintenance 7HOHSKRQH )D[ (/\RQV6WUHHW 6FKRROFUDIW0, ZZZFKHPOLQNFRP Step 1 5HPRYHDOOSUHYLRXVO\DSSOLHGFDXONPDVWLFFHPHQW asphalt, and other contaminants from penetrations with a wire brush. Clean all smooth substrates with LVRSURS\ORUGHQDWXUHGDOFRKRO%UXVKDZD\DOOJUDYHO RUORRVHJUDQXOHV6HDOWKHEDVHRIHDFKSHQHWUDWLRQ with M-1. Coat penetrations with M-1WR´DERYHWKH roof line. Step 2 +ROG D VHFWLRQ RIE-Curb ÀDW VLGH XS DQG DSSO\ D ´ EHDG RIM-1 to the entire bottom perimeter. $SSO\DGGLWLRQDO´EHDGRIM-1 down the center RIWKHVHFWLRQ'RQRWWRROWKHEHDGVÀDW3ODFHWKH E-Curb section on the roof surface to form a half circle DURXQGWKHSHQHWUDWLRQV3UHVVGRZQ¿UPO\XQWLOM-1 H[WUXGHVIURPWKHRXWVLGHHGJHV Step 3 $SSO\M-1 to the second section of E-Curb as described DERYH3ODFHWKHVHFRQGVHFWLRQRIFXUERQWKHURRI VXUIDFHWRIRUPDFLUFOHZLWKWKH¿UVWVHFWLRQ3UHVV ¿UPO\LQSODFHXQWLOH[FHVVDGKHVLYHH[WUXGHVIURPWKH RXWVLGHHGJHV$SSO\DEHDGRIM-1 around the outside base of the installed E-Curb, and tool to form a smooth ¿OOHW)RUQRQE-Curb penetrations seals, add M-1 to scarf joint surfaces and tool smooth. Step 4 Cut tip off 1-PartFDUWULGJHDWZLGHVWSRLQWRQSODVWLF QR]]OHDQGSLHUFHWKHIRLOVHDO,QVHUWLQWRFDXONLQJJXQ and pump E-CurbIXOO:KHQXVLQJD1-Part pouch, remove cap, pour, squeeze out excess air, and reseal. Note: To provide an adequate rubber seal, maintain a ´GLVWDQFHEHWZHHQSHQHWUDWLRQVDQGLQVLGHHGJHRI the E-Curb. $OOSURSHUWLHVGHVFULEHGLQWKLVGRFXPHQWDUHGHULYHGIURPWHVWLQJFRQGXFWHGLQODERUDWRU\FRQGLWLRQV3URSHUWLHVDQGSHUIRUPDQFH ZLOOYDU\GHSHQGLQJRQHQYLURQPHQWDOFRQGLWLRQVDQGDSSOLFDWLRQWHFKQLTXH7HVWDQGHYDOXDWHWRGHWHUPLQHDSSURSULDWHXVDJH 9LVLWZZZFKHPOLQNFRPIRUWKH6DIHW\'DWD6KHHW7HFKQLFDO'DWD*XLGHVDQGIXOOZDUUDQW\IRUWKLVSURGXFW /,0,7(':$55$17<Cਧਤਬ Lਨਭਪ ZDUUDQWVWKLVSURGXFW¶VSHUIRUPDQFHSURYLGHGLWLVSURSHUO\VWRUHGDQGDSSOLHGZLWKLQ\HDU ,IWKLVCਧਤਬ Lਨਭਪ PDWHULDOLVSURYHGWREHGHIHFWLYHUHWXUQUHPDLQLQJSURGXFWDQGSXUFKDVHUHFHLSWIRUUHIXQGRUUHSODFHPHQW of product exclusive of labor or cost of labor. This is the sole and exclusive remedy for defects or failure of this product. User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ਧਤਬ Lਨਭਪ6+$//127%(5(63216,%/()25 7+(86(2)7+,6352'8&7,1$0$11(572,1)5,1*(21$1<3$7(1725$1<27+(5,17(//(&78$/3523(57< 5,*+76+(/'%<27+(567KLVZDUUDQW\JLYHV\RXVSHFL¿FOHJDOULJKWVDQG\RXPD\DOVRKDYHRWKHUULJKWVLQWKH86ZKLFK YDU\IURPVWDWHWRVWDWH)RUZDUUDQW\FODLPLQIRUPDWLRQFDOO 1012 N King St 1/23/2025 K2 Systems 2835 La Mirada Dr, Suite A Vista, CA 92081 TEL: (760) 301-5300 Attn.: Everest Solar - Engineering Department Subject: Engineering Certification for the State of California Building Codes: 1.ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 2.2022 California Building Code, by California Building Standards Commission 3.2021 International Building Code, by International Code Council, Inc. 4.2021 International Residential Code, by International Code Council, Inc. 5.AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 6.Aluminum Design Manual 2020, by The Aluminum Association, Inc. 7.ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category II Seismic Design Category = A - E Exposure Category = B, C & D Basic Wind Speed (ultimate) per ASCE 7-16 = 95 mph to 200 mph Ground Snow Load = 0 to 100 (psf) This letter certifies that the loading criteria and design basis for the K2 Systems CrossRail Span Tables are in compliance with the above codes. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. – Structural Engineers Roseville, CA October 7, 2021 PZSE, Inc. – Structural Engineers has provided engineering and span tables for the K2 Systems CrossRail, as presented in PZSE Report # 20-02753vHG.02, "Engineering Certification for the K2 Systems CrossRail - Dual Rail System for Hip and Gable Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: Re: Report # 20-02753vHG.02 – K2 Systems CrossRail - 44-X Dual Rail System for Gable and Hip Roofs REENI IGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHTENEKL N AP Exp. 3-31-25 No. S3878 R U DIGITALLY SIGNED 1012 N King St 1/23/2025 25-Year Performance Warranty KEY FEATURESLINEAR PERFORMANCE WARRANTY Diamond Half Cell Technology World-record breaking efﬁcient mono PERC half cut solar cells deliver high power in a small footprint. Designed for Long Life Uses the same DuPont protective ﬁlm as the Space Station, Mars Lander, and jetliners. 25-year warranty. Shade Tolerant Twin array design allows continued performance even with shading by trees or debris. Power Boost in Cloudy Conditions A special ﬁlm diffuses light, boosting performance even with shading by trees or debris. Protected Against All Environments Certiﬁed to withstand humidity, heat, rain, marine environments, wind, hailstorms, and packed snow. BUILDING YOUR TRUST IN SOLAR. JINKOSOLAR.US KEY FEAT RE Diamond Half Cell Technologyy o PERC gy • ISO9001:2008 Quality Standards • ISO14001:2004 Environmental Standards • IEC61215, IEC61730 certiﬁed products • OHSAS18001 Occupational Health & Safety Standards • UL1703 certiﬁed products • NYSE-listed since 2010, Bloomberg Tier 1 manufacturer • Best-selling module globally for last 4 years • Top performance in the strictest 3rd party labs • 99.9% on-time delivery to the installer • Automated manufacturing utilizing artiﬁcial intelligence • Vertically integrated, tight controls on quality • Premium solar panel factories in USA and Malaysia EAGLE 72HM G2 390-410 WATT • HALF CELL MONO PERC MODULE Positive power tolerance of 0~+3% SOLAR BRAND THE MOST DEPENDABLE Years 1 5 10 15 20 25 Gu a r a n t e e d p o w e r p e r f o r m a n c e 97.5% 83.1% 100% 60% 40% 20% 0% Nomenclature: JKM410M - 72HL-V Code Cell Code Cell Code Certiﬁcation null Full null Normal null 1000V H Half L Diamond V 1500V ENGINEERING DRAWINGS PACKAGING CONFIGURATION TEMPERATURE CHARACTERISTICS MAXIMUM RATINGS MECHANICAL CHARACTERISTICS ELECTRICAL CHARACTERISTICS Cells Mono PERC Diamond Cell (158.75x158.75mm) No. of Half Cells 144 (6×24) Dimensions 2008×1002×40mm (79.06×39.45×1.57in) Weight 22.5kg (49.6lbs) Front Glass 3.2mm, Anti-Reflection Coating High Transmission, Low Iron, Tempered Glass Frame Anodized Aluminum Alloy Junction Box IP67 Rated Output Cables 12 AWG, 1400mm (55.12in) or Customized Length Fire Type Type 1 Pressure Rating 5400Pa (Snow) & 2400Pa (Wind) (Two pallets = One stack) 27pcs/pallet, 54pcs/stack, 594pcs/40’HQ Container Temperature Coefficients of Pmax -0.35%/°C Temperature Coefficients of Voc -0.29%/°C Temperature Coefficients of Isc 0.048%/°C Nominal Operating Cell Temperature (NOCT) 45±2°C Operating Temperature (°C) -40°C~+85°C Maximum System Voltage 1500VDC (UL and IEC) Maximum Series Fuse Rating 20A Module Type JKM390M-72HL-V JKM395M-72HL-V JKM400M-72HL-V JKM405M-72HL-V JKM410M-72HL-V STC NOCT STC NOCT STC NOCT SCT NOCT SCT NOCT Maximum Power (Pmax) 390Wp 287Wp 395Wp 291Wp 400Wp 294Wp 405Wp 298Wp 410Wp 302Wp Maximum Power Voltage (Vmp) 39.64V 37.0V 39.90V 37.4V 40.16V 37.6V 40.42V 37.8V 40.68V 38.0V Maximum Power Current (Imp) 9.84A 7.75A 9.90A 7.77A 9.96A 7.82A 10.02A 7.88A 10.08A 7.94A Open-circuit Voltage (Voc) 48.6V 45.8V 48.8V 46.0V 49.1V 46.2V 49.4V 46.5V 49.6V 46.7V Short-circuit Current (lsc) 10.46A 8.45A 10.54A 8.51A 10.61A 8.57A 10.69A 8.63A 10.76A 8.69A Module Efficiency STC (%) 19.38% 19.63% 19.88% 20.13% 20.38% ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE BUILDING YOUR TRUST IN SOLAR. JINKOSOLAR.US The company reserves the final right for explanation on any of the information presented hereby. JKM390-410M-72HL-V-A4-US Voltage (V) Temperature Dependence of Isc, Voc, Pmax Current-Voltage & Power-Voltage Curves (410W) Front Cell Temperature (°C) &X U U H Q W $ 3R Z H U : P P ǥ PPǥ P P ǥ P P ǥ P P ǥ PPǥ + 5 5 ,,,,, ,9 , , ,, ,,, ,9 Side Back 1R U P D O L ] H G , V F 9 R F 3 P D [ ,VF 9RF 3PD[ Length: ± 2mm Width: ± 2mm Height: ± 1mm Row Pitch: ± 2mm *STC: Irradiance 1000W/m2 NOCT: Irradiance 800W/m2 *Power measurement tolerance: ±3% Cell Temperature 25°C Ambient Temperature 20°C AM = 1.5 AM = 1.5 Wind Speed 1m/s 1012 N King St 1/23/2025 2024/02/22 Rev2.0 PRODUCT FEATURES WIRING SCHEMATIC DS3 Series The most powerful Dual Microinverter • One microinverter connects to two solar modules • Max output power reaching 640VA, 768VA or 880VA • Two independent input channels (MPPT) • CA Rule 21 (UL 1741 SB) compliant • NEC 2020 690.12 Rapid Shutdown Compliant • Encrypted Wireless ZigBee Communication • Phase Monitored and Phase Balanced APsystems’ 3rd generation of dual-module microinverters, the DS3 product family represents the culmination of years of power conversion expertise and innovation in high-efficiency, high-density power conversion to maximize the peak performance of today’s high-capacity PV modules. The DS3 series reaches unprecedented levels of power output. It features 2 input channels, each with independent MPPT, and encrypted wireless ZigBee communication. An innovative and compact design makes the product lighter while maximizing power production, and silicone-encapsulated components reduce stress on electronics, facilitate thermal dissipation, and enhance weatherproofing. Reliability is significantly increased thanks to 20% fewer components than previous generations. A 24/7 energy access through apps or web based portal facilitate remote diagnosis and maintenance. The DS3 series is grid-interactive and fully compliant with CA Rule 21 requirements. With an excellent performance and high converstion efficiency, a unique integration with less components, the APsystems DS3 series is a gamechanger for residential and commercial solar. Leading the Industry in Solar Microinverter Technology Region Model USA Canada Datasheet | DS3 Microinverter Series Mechanical Data Operating Ambient Temperature Range(3)-40°F to +149°F (-40°C to +65°C) Storage Temperature Range -40°F to +185°F (-40°C to+85°C) Dimensions (W x H x D) 10.3” × 8.6” × 1.6” (263mm x 218mm x 41.2mm) 10.3” × 8.6” × 1.7” (263mm x 218mm x 42.5mm) Weight 5.7lbs(2.7kg) 6.8lbs(3.1kg) DC Connector Type Stäubli MC4 PV-ADBP4-S2&ADSP4-S2 Cooling Natural Convection - No Fans Enclosure Environmental Rating Type 6 Efficiency Peak Efficiency 97.3% CEC Efficiency 97% Nominal MPPT Efficiency 99.5% Night Power Consumption 20mW Features Communication (Inverter To ECU) (4)Encrypted ZigBee Isolation Design High Frequency Transformers, Galvanically Isolated Energy Management Energy Management Analysis (EMA) system Warranty(5)10 Years Standard ; 25 Years Optional Compliance Safety and EMC Compliance UL1741; CSA C22.2 No. 107.1-16; UL1741SA; UL1741SB; IEEE1547; Rule 21; SRD-V2.0; FCC Part15; ICES-003; NEC2014&NEC2017&NEC2020 Section 690.11 DC Arc-Fault circuit Protection; NEC2014&NEC2017&NEC2020 Section 690.12 Rapid Shutdown of PV systems on Buildings APsystems 8627 N. Mopac Expy, Suite 150, Austin, TX 78759 apsystems.com © All Rights Reserved Speciﬁcations subject to change without notice please ensure you are using the most recent update found at web : usa.APsystems.com Meets the standard requirements for Distributed Energy Resources (UL 1741) and identiﬁed with the CSA Listed Mark Input Data (DC) Recommended PV Module Power (STC) Range 250Wp-480Wp+ 265Wp-570Wp+ 300Wp-660Wp+ Peak Power Tracking Voltage 28V-45V Operating Voltage Range 26V-60V Maximum Input Voltage 60V Maximum Input Current 16A x 2 18A x 2 20A x 2 Maximum input short circuit current 20A per input 22.5A per input 25A per input Output Data (AC) Maximum Continuous Output Power 640VA 768VA 880VA Nominal Output Voltage/Range(1)240V / 211V-264V Nominal Output Current 2.66A 3.2A 3.7A Maximum Output Fault Current (ac) And Duration 5.691Apk, 26.75ms of duration; 3.307Arms Nominal Output Frequency/ Range(1)60Hz/58.8Hz-61.2Hz(HECO:57Hz-63Hz) Power Factor (Default/Adjustable) 0.99/0.8 leading…0.8 lagging Maximum Units per 12AWG Branch(2)6 (20A breaker) 5 (20A breaker) 4 (20A breaker) Maximum Units per 10AWG Branch(2)9 (30A breaker) 7 (30A breaker) 6 (30A breaker) DS3-LDS3-S DS3 (1)Nominal voltage/frequency range can be extended beyond nominal if required by the utility. (2)Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. (3)The inverter may enter to power de-grade mode under poor ventilation and heat dissipation installation environment. (4) Recommend no more than 80 inverters register to one ECU for stable communication. (5)To be eligible for the warranty, APsystems microinverters need to be monitored via the EMA portal. Please refer to our warranty T&Cs available on usa.APsystems.com. 1012 N King St 1/23/2025 CrossRail System DATA SHEET K2 Flash Comp Kit Waterproofing /Water Shield redirects water away from penetration /K2 EverSeal preassembled on L-Foot /EPDM backed sealing washing on lag screw In-Rail Wire Management /4 open channel rail types available /Wires help with clamps and wire management clips /3 clip types available 2 PRODUCT FEATURES /High quality, German-engineered system for residential and commercial installations /4 rail sizes available to suit all structural conditions /Universal components for all rail types /Use 2 innovative components to turn this system into Shared Rail or Tilt Up /MK3 technology provides highest rail engagement /Roof attachments for all roof types /100% code compliant, structural validation for all solar states /Fast installation with minimal component count result in low total installed cost CrossRail System Roof Type Composition shingle, tile, standing seam, corrugated metal, trapezoidal metal Material High corrosion resistance stainless steel and high grade aluminum Flexibility Modular construction, suitable for any system size, height adjustable PV Modules For all common module types Module Orientation Portrait and landscape Roof Connection Rafter or deck connection depending on selected roof attachment Structural Validity IBC compliant, stamped engineering letters available for all solar states Certifications UL 2703, ASCE 7–16, Class A Fire Rating Warranty 25 years TECHNICAL DATA 1012 N King St 1/23/2025 3 Part Number Description 4000630 L-Foot Slotted Set, Mill 4000631 L-Foot Slotted Set, Dark 4000080 T-Foot X 6" Kit, Mill 4000218 Big Foot 6" w/3" + Chem Link Clip Kit L-Foot & T-Foot Part Number Description 4000156 K2 Flash Comp Kit, Mill 4000157 K2 Flash Comp Kit, Dark K2 Metal Flashings Part Number Description 4000034 Flat Tile Hook Set, w/Lags 4001294 Tile Hook 3S Wide Base w/Hardware 4000140 Universtal Standard Hook 9" Base Kit 4000141 Flat Tile Hook X, Kit 4000142 Universal Standard Hook +2, 5.5" Base, Kit Standard Tile Hooks Part Number Description 4000140-B USH, 9", Bake Kit, w/Butyl 4000141-B Flat Tile Hook X Kit, w/Butyl 4000142-B USH +2, 5.5" Base Kit, w/Butyl EverSeal Tile Hooks Part Number Description 4000307 Corrugated PowerClamp, Kit Corrugated Power Clamp, Kit Part Number Description 4000308 Trapezoidal PowerClamp, Kit Trapezoidal Power Clamp, Kit Part Number Description 4000019 CrossRail 44-X, 166", Mill 4000020 CrossRail 44-X, 166", Dark 4000021 CrossRail 44-X, 180", Mill 4000022 CrossRail 44-X, 180", Dark CrossRail 44-X Part Number Description 4000662 CrossRail 48-X, 166", Mill 4000663 CrossRail 48-X, 166", Dark CrossRail 48-X Part Number Description 4000695 CrossRail 48-XL, 166", Mill 4000705 CrossRail 48-XL, 166", Dark CrossRail 48-XL Part Number Description 4000508 CrossRail 80 168" Rail Mill CrossRail 80 Part Number Description 4000131 Splice Foot X, Set, Mill 4000162 Splice Foot XL, Set, Mill 4000115 Splice Foot Screw, m5×60 Splice Foot X & XL Part Number Description 4000016 Standing Seam PowerClamp, Mini, Set 4000017 Standing Seam PowerClamp, Standard, Set Standing Seam PowerClamps Components 4 Part Number Description 4000069 Wire Management Clip, TC 4000382 HEYClip SunRunner Cable Slip SS, S6404 4005394 Wire Mangement Clip, Omega, Black Wire Management Part Number Description 4000629-H CR Microinverter & Opt, 13mm Hex Kit 4000006-H Everest Ground Lug, 13mm Hex 4000083 MLPE, Module Frame Mount, Kit Bonding & Grounding Part Number Description 4000176 EndCap 44-X, K2 4000431 CrossRail Flat EndCap, CR 48-X, 48-XL 4001221 EndCap, Black, CR80 End Caps Part Number Description 4000177 Sleeve CR 44-X 4000583 CrosRail 3" Black Sleeve 48-X, 48-XL CR 48-X/48-XL Sleeve K2 Mid Clamp Part Number Description 4000090 CR EC Silver, 30–40mm 4000091 CR EC Dark, 30–40mm 4000092 CR EC Silver, 40–47mm 4000093 CR EC Dark, 40–47mm K2 End Clamp Part Number Description 4000601-H CR MC Silver, 30–47mm, 13mm Hex 4000602-H CR MC Dark, 30–47mm, 13mm Hex 4000688-H CR MC Silver, 40–50mm, 13mm Hex 4000689-H CR MC Dark, 40–50mm, 13mm Hex Part Number Description 4000050-H Yeti Hidden EC for CR, 13mm Hex Set Yeti Clamp Part Number Description 4000051 Rail Connector CR 44-X, Set, Mill 4000052 Rail Connector CR 44-X, Set, Dark 4000385 RailConn CR48-X,48-XL Struct Set, Mill 4000386 RailConn CR48-X,48-XL Struct Set, Dark 4001196 Rail Connecctor UL 2703 Set, CR80, Mill CrossRail Rail Connector 1012 N King St 1/23/2025 k2-systems.com We support PV systems Formerly Everest Solar Systems Flat Tile Hook TECHNICAL SHEET 1 2 Item Number Description Part Number 1 Flat Tile Hook 4000034 | Flat Tile Hook, Set, w/ Lags 2 T-Bolt & Hex Nut 3 5/16" Lag Screws w/ EPDM Washers 3 k2-systems.com We support PV systems Formerly Everest Solar Systems FLAT TILE HOOK Flat Tile Hook Height from Roofs 56 mm / 4.8 in Total Length 220 mm / 8.7 in Width 40 mm / 1.6 in Sectional Properties Flat Tile Hook Material 304 Stainless Steel Ultimate Compression Load 807 lbs Ultimate Tensile Load 1474 lbs Allowable Compression Load 350 lbs Allowable Tensile Load 350 lbs Weight 1.4 lbs Mechanical Properties Units: [mm] in 1012 N King St 1/23/2025 Technical Data Sheet Polyether Technology CSI Section No. 07 12 13 Product Description E-Curb penetration seals replace old-style metal pitch pans with versatile, precast components and pourable sealants. &ඐඍඕ/එඖඓ¶ඛ E-Curb system can usually be LQVWDOOHGLQXQGHUPLQXWHVDQGQHYHUUHTXLUHVÀDVKLQJ or mechanical attachment. Special Characteristics 5DSLGLQVWDOODWLRQ³6OLS¿W´OLJKWZHLJKWFXUEGHVLJQ UHGXFHVODERUVLJQL¿FDQWO\ ([FHOOHQWDGKHVLRQWRPRVWURR¿QJPDWHULDOV 1RÀDVKLQJRUPHFKDQLFDODWWDFKPHQWUHTXLUHG • Service Temperature -40°F to 200°F (-40°C to 93°C) • 1-Part® DFFRPPRGDWHVPRYHPHQWDQGLVVXJJHVWHG IRUXVHRQDOOJUDQXODWHGPHPEUDQHVDQGGHWDLOV with excessive movement. • For sloped roof applications, substitute DuraLink 50™ non-slump adhesive/sealant for 1-Part and M-1® /DVW5HYLVLRQ E-CURBTM SYSTEM 62/$53(1(75$7,216($/6 E-CurbsDUHGHVLJQHGIRUXVHRQJUDQXODWHGPRGL¿HG ELWXPHQDVSKDOWDQGFRDOWDU%85EXLOWXSURR¿QJ E-CurbsDUHVSHFL¿HGIRU39&(3'03,%DQG732 VLQJOHSO\URR¿QJPHPEUDQHV7323ULPHULVUHTXLUHG IRUXVHZLWK732VLQJOHSO\URRIPHPEUDQH When installed properly, this system forms a durable, ZDWHUSURRI UXEEHU VHDO DURXQG SHQHWUDWLRQV $Q H[WHQGHG PDQXIDFWXUH ZDUUDQW\ DJDLQVW OHDNV LV activated with submittal of a completed warranty card. Restrictions • 3OHDVHFRQWDFWFXVWRPHUVHUYLFHIRUDSSOLFDWLRQ JXLGHOLQHVZLWKWHPSHUDWXUHVEHORZ)& 'RQRWDSSO\LIUDLQLVDQWLFLSDWHGZLWKLQKRXUV 'RQRWXVHRQ+\SDORQRUVPRRWK$33PRGL¿HG ELWXPHQPHPEUDQH)RUVPRRWK$33WRUFKGRZQ DWDUJHWRIJUDQXODWHG$33EHIRUHLQVWDOODWLRQ 7323ULPHUPXVWEHXVHGIRU732DSSOLFDWLRQV 'RQRWSULPHERQGLQJVXUIDFHVZLWKDVSKDOWSULPHU 'RQRWXVHDVSKDOWFHPHQWDVD³QLJKWVHDODQW´ Use M-1 for this purpose. • E-CurbNLWVDUHGHVLJQHGWRFRQWDLQHQRXJK1-Part WR¿OOHDFKFXUEZLWKGLVSODFHPHQWLQFRQVLGHUDWLRQ Refer to our penetration calculator under contractor UHVRXUFHVDWFKHPOLQNFRPWRYHULI\YROXPHV E-Curb System Components • E-CurbH[WHULRUULQJVVWUDLJKWVDQGFRUQHUV • M-16WUXFWXUDO$GKHVLYH6HDODQWXVHGIRUERQGLQJ the E-CurbFRPSRQHQWVVHDOLQJDQGSULPLQJWKH penetration. • 1-Part³PRLVWXUHFXUH´SRXUDEOHVHDOHUXVHGWRIRUPD GXUDEOHZDWHUWLJKWVHDODURXQGWKHURRISHQHWUDWLRQ E-CurbSUHFDVWIRUPFRPSRQHQWVDUHFRPSRVHGRIOLJKW ZHLJKWQ\ORQUHVLQ7KHE-CurbLVLQFKHVKLJKDQGLV available in a variety of shapes and sizes. Standard sizes include bisected circular pieces with LQVLGHGLDPHWHUVRIRULQFKHVFRUQHUSLHFHV ZLWKDLQFKUDGLXVVWUDLJKWSLHFHVLQLQFKRULQFK OHQJWKVDQGD´[´UHFWDQJOH7KHRXWHUVXUIDFH LVLPSHUYLRXVWRLFHFRUURVLRQ89XOWUDYLROHWOLJKWDQG SRQGLQJZDWHU M-1 6WUXFWXUDO $GKHVLYH6HDODQW LV D GXUDEOH VHOI ¿[WXULQJPRLVWXUHFXUHPDVWLF&DUWULGJHVRIM-1 are supplied in each E-Curb Kit. Components are also sold separately. 1-Part LV D KLJKO\ ÀH[LEOH VHOIOHYHOLQJ PRLVWXUH FXUH SRXUDEOHVHDOHUWKDWHOLPLQDWHVPL[LQJ,WLVDOVR VROLGUXEEHUKDVDYHU\ORZ92&FRQWHQWZLOOQRWPHOW RUVKULQNDQGLVUHVLVWDQWWRGHWHULRUDWLRQ,WLVVXSSOLHG LQR]DQGR]FDUWULGJHVRUJDOORQSRXFKHV Unused sealant can be capped and reused. 'RFXPHQW1R'66 &ඐඍඕ/එඖඓ Construction & Maintenance 7HOHSKRQH )D[ (/\RQV6WUHHW 6FKRROFUDIW0, ZZZFKHPOLQNFRP Step 1 5HPRYHDOOSUHYLRXVO\DSSOLHGFDXONPDVWLFFHPHQW asphalt, and other contaminants from penetrations with a wire brush. Clean all smooth substrates with LVRSURS\ORUGHQDWXUHGDOFRKRO%UXVKDZD\DOOJUDYHO RUORRVHJUDQXOHV6HDOWKHEDVHRIHDFKSHQHWUDWLRQ with M-1. Coat penetrations with M-1WR´DERYHWKH roof line. Step 2 +ROG D VHFWLRQ RIE-Curb ÀDW VLGH XS DQG DSSO\ D ´ EHDG RIM-1 to the entire bottom perimeter. $SSO\DGGLWLRQDO´EHDGRIM-1 down the center RIWKHVHFWLRQ'RQRWWRROWKHEHDGVÀDW3ODFHWKH E-Curb section on the roof surface to form a half circle DURXQGWKHSHQHWUDWLRQV3UHVVGRZQ¿UPO\XQWLOM-1 H[WUXGHVIURPWKHRXWVLGHHGJHV Step 3 $SSO\M-1 to the second section of E-Curb as described DERYH3ODFHWKHVHFRQGVHFWLRQRIFXUERQWKHURRI VXUIDFHWRIRUPDFLUFOHZLWKWKH¿UVWVHFWLRQ3UHVV ¿UPO\LQSODFHXQWLOH[FHVVDGKHVLYHH[WUXGHVIURPWKH RXWVLGHHGJHV$SSO\DEHDGRIM-1 around the outside base of the installed E-Curb, and tool to form a smooth ¿OOHW)RUQRQE-Curb penetrations seals, add M-1 to scarf joint surfaces and tool smooth. Step 4 Cut tip off 1-PartFDUWULGJHDWZLGHVWSRLQWRQSODVWLF QR]]OHDQGSLHUFHWKHIRLOVHDO,QVHUWLQWRFDXONLQJJXQ and pump E-CurbIXOO:KHQXVLQJD1-Part pouch, remove cap, pour, squeeze out excess air, and reseal. Note: To provide an adequate rubber seal, maintain a ´GLVWDQFHEHWZHHQSHQHWUDWLRQVDQGLQVLGHHGJHRI the E-Curb. $OOSURSHUWLHVGHVFULEHGLQWKLVGRFXPHQWDUHGHULYHGIURPWHVWLQJFRQGXFWHGLQODERUDWRU\FRQGLWLRQV3URSHUWLHVDQGSHUIRUPDQFH ZLOOYDU\GHSHQGLQJRQHQYLURQPHQWDOFRQGLWLRQVDQGDSSOLFDWLRQWHFKQLTXH7HVWDQGHYDOXDWHWRGHWHUPLQHDSSURSULDWHXVDJH 9LVLWZZZFKHPOLQNFRPIRUWKH6DIHW\'DWD6KHHW7HFKQLFDO'DWD*XLGHVDQGIXOOZDUUDQW\IRUWKLVSURGXFW /,0,7(':$55$17<Cਧਤਬ Lਨਭਪ ZDUUDQWVWKLVSURGXFW¶VSHUIRUPDQFHSURYLGHGLWLVSURSHUO\VWRUHGDQGDSSOLHGZLWKLQ\HDU ,IWKLVCਧਤਬ Lਨਭਪ PDWHULDOLVSURYHGWREHGHIHFWLYHUHWXUQUHPDLQLQJSURGXFWDQGSXUFKDVHUHFHLSWIRUUHIXQGRUUHSODFHPHQW of product exclusive of labor or cost of labor. This is the sole and exclusive remedy for defects or failure of this product. User PXVWUHDGDQGIROORZWKHGLUHFWLRQRIWKHFXUUHQW7HFKQLFDO'DWD*XLGHDQG6'6SULRUWRSURGXFWXVH8VHUGHWHUPLQHVVXLWDELOLW\ RISURGXFWIRULQWHQGHGXVHDQGDVVXPHVDOOULVNV0DQXIDFWXUHUVKDOOQRWEHOLDEOHIRUGDPDJHVLQFOXGLQJFRQVHTXHQWLDO RULQFLGHQWDOGDPDJHVLQH[FHVVRIWKHSXUFKDVHSULFHH[FHSWZKHUHVXFKH[FOXVLRQRUOLPLWDWLRQLVSURKLELWHGE\VWDWHODZ 7+,6:$55$17<,6,1/,(82)$//27+(5:$55$17,(6:5,77(12525$/67$78725<(;35(6625,03/,(' ,1&/8',1*$1<:$55$17<2)0(5&+$17$%,/,7<25),71(66)25$3$57,&8/$5385326(H[FHSWIRUWKHDERYH H[SUHVVZDUUDQW\JLYHQE\PDQXIDFWXUHUWKHSURGXFWLVVROGZLWKDOOIDXOWVCਧਤਬ Lਨਭਪ6+$//127%(5(63216,%/()25 7+(86(2)7+,6352'8&7,1$0$11(572,1)5,1*(21$1<3$7(1725$1<27+(5,17(//(&78$/3523(57< 5,*+76+(/'%<27+(567KLVZDUUDQW\JLYHV\RXVSHFL¿FOHJDOULJKWVDQG\RXPD\DOVRKDYHRWKHUULJKWVLQWKH86ZKLFK YDU\IURPVWDWHWRVWDWH)RUZDUUDQW\FODLPLQIRUPDWLRQFDOO 1012 N King St 1/23/2025 CITY OF SANTA ANA DEVELOPMENT FEES WORKSHEET -- ELECTRICAL PERMIT APP FOR ELECTRICAL 06-17-2024 APP-02 CEC2022 Project Address: Contractor: Tenant Name: Address: Building Owner: City: St.: Zip: Address: Contractor License No.: City: St.: Zip: Contractor Email: Phone: Phone: Contact Person: Contact E-Mail PLEASE PRINT (Required): Contact Phone: NEW BUILDING OCCUPANCY CHANGE ELECTRICAL ITEM Count $ EACH ELECTRICAL ITEM Count $ EACH LOW VOLTAGE SYSTEMS – EACH: speaker, thermostat, door holder, doorbell, pull station, smoke (circle items) Light Switches, Occupancy Sensors 1.92 Light Fixtures 1.28 COMMERCIAL: Air Conditioners, Heat Pumps 117.72 FIRST 10 devices or outlets 41.16 Factory-Wired Units (Solid Hook-Ups) 30.11 Additional devices, each 3.89 Dedicated Circuits (15 or 20 AMP Receptacles) 30.11 Each control panel, power supply annunciator, switch or aux equip. 19.61 Raceway, Plugmold, Under-Floor Duct, Plug-In Busway, Surface Duct, (Each 100 Feet or any fraction thereof) 30.11 RESIDENTIAL: (2 to 20) (over 20) SERVICE METERS & PANELS: Subpanel, Switchboard, Motor Control Center, Transfer Switch, Busduct, or other Distribution Equipment changes or modifications. (circle items as needed) MISCELLANEOUS Light Standard (Pole) with 1 Fixture 30.13 Additional Fixtures – same pole 0.00 Power Pole 125.22 Additional distribution poles 30.13 Under 400 amperes 64.73 Swimming Pool, Spa, Fountain 147.12 400 amperes to 1199 amperes 176.49 Above ground spa 63.56 1200 amperes and over 294.08 Demolition 58.88 Motor, Transformer, Welder, Industrial Equipment, Oven, Rectifier, Generator, Surge Arrestor, Water Heater, Photovoltaic Panel, or other Power Equipment changes or modifications. (circle items as needed) Per HP, kW, or kVA & neon/LED decorative lighting ($200 refundable sign bond) 91.27 NEW or TOTAL REWIRE for SINGLE FAMILY DWELLINGS SUBTOTAL Over 100 to 500 183.19 $ 66.88 + 26.82 = $93.70 TOTAL OFFICE USE ONLY BLDG PMT RECEIPT BY DATE OCCUPANCY TYPE P/CPAID 1012 North King Street Rogelio Rosales 1012 North King Street Santa Ana CA 92706 7143563576 EnergyAid 1715 E Wilshire Ave #715 Santa Ana CA 92705 978758 permits@energyaid.net 9094935210 Crystel Roxas 9094935210 permits@energyaid.net 1 1012 N King St 1/23/2025 To Whom It May Concern, This letter serves as authorization for EnergyAid to install solar panels on my property located at 1012 North King Street Santa Ana, CA 92706 I, Rogelio Rosales, the property owner, hereby grant EnergyAid full permission to access my property and proceed with the installation of the solar panels. I understand that EnergyAid will obtain all necessary permits and approvals from local authorities prior to commencing the installation. Sincerely, Rogelio Rosales Docusign Envelope ID: 0E475021-F5C5-4591-92BC-1C3B8EE909C5 1/4/2025 1012 N King St 1/23/2025 1012 N King St 1/23/2025 CITY OF SANTA ANA SOLAR PERMIT APPLICATION WORKSHEET PLEASE PRINT REV: 8/29/19 PROJECT ADDRESS:SUITE: SAPIN # USE OF BUILDING: RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK: SOLAR P.V. SYSTEM SOLAR WATER HEATING/COLLECTOR SYSTEM OTHER JOB DESCRIPTION : ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ BUILDING OWNER’S NAME: PHONE NO: ADDRESS:CITY: STATE:ZIP: TENANT’S NAME (Comm/Ind): PHONE NO: CONTRACTOR’S NAME: STATE CONTR. #: LICENSE CLASS: PHONE NO: ADDRESS:CITY: STATE:ZIP: WORKERS COMP. POLICY#: EXP. DATE: INSURANCE COMPANY: SANTA ANA BUS. LIC. #: ARCHITECT/ENGINEER: STATE LICENSE #: PHONE NO: ADDRESS:CITY: STATE:ZIP: CONTACT NAME: PHONE NO: E-MAIL ADDRESS: BLDG. FEE $ OCC. GROUP: P/C FEE PD $ VALUATION: $ SUBMITTAL DATE:____________________ TYPE OF CONSTR: FLOOD ZONE:___________________ PROCESSED________________________ PLANNING OK TO CHECK & DATE:__________________________ BLDG. DEPT. APPROVAL & DATE:___________________________ PLNG CONDITIONS: _________________________________________________________________________________________________ NUMBER OF PANELS:___________________ SYSTEM kWA:_________________________ 1012 North King Street Installation of 4.35 kW - Roof mount PV System - 1 inverter, 11 modules, (N) 125A/100A sub panel 4.35 Rogelio Rosales 7143563576 1012 North King Street Santa Ana CA 92706 EnergyAid 978758 C10, C46 9094935210 1715 E Wilshire Ave #715 Santa Ana CA 92705 08/27/2025 WCF Select Insurance Company4067783 39006 Crystel Roxas 9094935210 permits@energyaid.net 8700 1012 N King St 1/23/2025