Loading...
HomeMy WebLinkAbout718 W Tribella Ct - PlanA. THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY WITH THE CALIFORNIA ELECTRICAL CODE (CEC) ARTICLE 690, ALL MANUFACTURERS’S LISTING AND INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION’S (AHJ) APPLICABLE CODES. B. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED ELECTRICAL TESTING LABORATORY AND SHALL BE INSTALLED PER ITS LISTING REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. C. THE PV SYSTEM WILL BE INTERCONNECTED AND OPERATED IN PARALLEL WITH THE UTILITY ELECTRICAL GRID PER THE REQUIREMENTS OF THE UTILITY AND APPLICABLE CODES. D. CONTRACTORS SHALL BE PRESENT DURING ALL INSPECTIONS. E. A LADDER SHALL BE PROVIDED AND SECURED TO THE STRUCTURE AT THE APPROVED ROOF ACCESS POINT WITH A CAL OSHA APPROVED DEVICE DURING ALL INSPECTIONS. F. THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS [CRC 324.7.1]. G. THE PV SYSTEM IS DESIGNED IN COMPLIANCE WITH CEC 690.12 (RAPID SHUTDOWN); IDENTIFICATION OF POWER SOURCE RAPID SHUTDOWN AND LABELING SHALL BE IN ACCORDANCE WITH CEC 690.56(C). H. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED [CEC 110.26]. I. POWER PRODUCTION SYSTEMS, AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS OPERATING IN PARALLEL WITH A PRIMARY POWER SOURCE SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS. SOLAR PERMIT SHALL BE PULLED BY A LICENSED CONTRACTOR. [CEC 690.4(C), 705.8]. GENERAL NOTES A. SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED ONTO THE EXISTING DWELLING AS PER THE 2022 CRC. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. (CRC 314,315) B. SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS 314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. SMOKE AND CARBON MONOXIDE A. NOTIFY SERVING UTILITY PRIOR TO ACTIVATION OF PV SYSTEM; APPROVAL FROM BOTH THE LOCAL JURISDICTION AND THE UTILITY IS REQUIRED PRIOR TO INTERCONNECTION. B. DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE. NOTES TO INSTALLER 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA GREEN CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE ANY SANTA ANA CITY MUNICIPAL CODES & AMENDMENTS APPLICABLE CODES & STANDARDS INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ REVISIONS SHEET LIST TABLE SCALE: 3/32" = 1' SITE PLAN PV.01 COVER SHEET PV.01A BATTERY NOTES PV.02 ROOF & FIRE PLAN PV.03 STRUCTURAL DETAILS PV.04 THREE LINE DIAGRAM PV.05 ELECTRICAL CALCULATIONS PV.06 LABELS PV.07 PLACARD MAP OM OPTIMIZER MAP SPEC SPECIFICATION SHEETS AUTHORITIES HAVING JURISDICTION AHJ: SANTA ANA CITY UTILITY: SCE DESIGN SPECIFICATIONS OCCUPANCY: R-3/U CONSTRUCTION: V-B ZONING: RESIDENTIAL SNOW LOAD: 0 WIND EXPOSURE: C WIND SPEED: 95 MPH ROOF SURFACE: 1168.48 PV COVERAGE: 250.17 OF STORIES: THREE FIRE SPRINKLERS: YES MODULE: (12) PANASONIC EVPV420HK2 OPTIMIZER/RSD: (6) AP SMART RSD-D-15 INVERTER: (1) PANASONIC EVHB-I7 [240V] MOUNT: (18) SRH FLAT TILE HOOK RAILING: EVEREST RACKING-48-X RAILS MSP UPGRADE: NO SCOPE OF WORK: PROJECT INFORMATIONSYSTEM COMPONENTS ALL WORK SHALL COMPLY WITH APPLICABLE, LOCAL, MUNICIPAL CODES, AND TO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. AERIAL IMAGE SITE PLAN LEGEND KEY MAIN ELECTRICAL PANEL PV & ESS EQUIPMENT PROPERTY LINE FENCE FIRE SETBACKS & PROPOSED PATHWAYS INSTALLATION OF NEW BATTERY BACKUP: (1) EVHB-I7-X15 (15 kWH) SEE RESPONSE LETTER FOR DETAILS SEE PV.02 FOR ADDITIONAL DETAILS N DRAWN BY: PAPER: 11X17 (ANSI B) DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A. A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD (E) FENCE/GATE (N) PV & ESS EQUIPMENT (E) MAIN SERVICE PANEL FIRE ACCESS PATHWAY (DRIVEWAY / STREET) PROPERTY LINE 71 8 W T R I B E L L A C T COVER SHEET PV.01 INSTALLATION OF NEW PV SYSTEM: 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) | 7.600 kW AC (INVERTER) (N) PV SYSTEM FOR BERGER RESIDENCE | 718 W TRIBELLA CT, SANTA ANA, CA 92703 SYSTEM SIZE: 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) | 7.600 kW AC (INVERTER) BATTERY BACKUP DETAILS ADDITIONAL NOTES (1) EVHB-I7-X15 (AC COUPLED) ESS UNIT CAPACITY (KWH/UNIT): 15 KWH / UNIT TOTAL ENERGY CAPACITY IN KWH: 15.00 KWH LOCATION OF ALL ESS UNITS: OUTDOOR WALLS BATTERY BACKUP TYPE: NON-BACKUP / GRID TIED MIN 4.25" LAG BOLT AND 3.25" EMBEDDMENT. STRUCTURAL ONLY Battery for Load Shift only. P/C Note by MSmith (19) Elect #20185356 APPROVALS: ELECT - M. Smith 718 W Tribella Ct 3/17/2025 INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ BATTERY NOTES PV.01A [R328.2] EQUIPMENT LISTINGS. ENERGY STORAGE SYSTEMS (ESS) SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 9540. [R328.3] INSTALLATION. ESS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THEIR LISTING. [R328.3.1] SPACING. INDIVIDUAL UNITS SHALL BE SEPARATED FROM EACH OTHER BY NOT LESS THAN 3 FEET (914 MM) EXCEPT WHERE SMALLER SEPARATION DISTANCES ARE DOCUMENTED TO BE ADEQUATE BASED ON LARGE-SCALE FIRE TESTING COMPLYING WITH SECTION 1207.1.5 OF THE CALIFORNIA FIRE CODE. [R328.4] LOCATIONS. ESS SHALL BE INSTALLED ONLY IN THE FOLLOWING LOCATIONS: 1. DETACHED GARAGES AND DETACHED ACCESSORY STRUCTURES. 2. ATTACHED GARAGES SEPARATED FROM THE DWELLING UNIT LIVING SPACE IN ACCORDANCE WITH SECTION R302.6. 3. OUTDOORS OR ON THE EXTERIOR SIDE OF EXTERIOR WALLS LOCATED NOT LESS THAN 3 FEET (914 MM) FROM DOORS AND WINDOWS DIRECTLY ENTERING THE DWELLING UNIT. 4. ENCLOSED UTILITY CLOSETS, BASEMENTS, STORAGE OR UTILITY SPACES WITHIN DWELLING UNITS WITH FINISHED OR NONCOMBUSTIBLE WALLS AND CEILINGS. WALLS AND CEILINGS OF UNFINISHED WOOD-FRAMED CONSTRUCTION SHALL BE PROVIDED WITH NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM WALLBOARD. ESS SHALL NOT BE INSTALLED IN SLEEPING ROOMS, OR CLOSETS OR SPACES OPENING DIRECTLY INTO SLEEPING ROOMS OR IN HABITABLE SPACES OF DWELLING UNITS. R328.6 ELECTRICAL INSTALLATION. ESS SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC AND LOCAL ELECTRICAL CODE REQUIREMENTS. INVERTERS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 1741 OR PROVIDED AS PART OF THE UL 9540 LISTING. SYSTEMS CONNECTED TO THE UTILITY GRID SHALL USE INVERTERS LISTED FOR UTILITY INTERACTION. R328.7 FIRE DETECTION. ROOMS AND AREAS WITHIN DWELLING UNITS, BASEMENTS AND ATTACHED GARAGES IN WHICH ESS ARE INSTALLED SHALL BE PROTECTED BY SMOKE ALARMS IN ACCORDANCE WITH SECTION R314. A HEAT DETECTOR, LISTED AND INTERCONNECTED TO THE SMOKE ALARMS, SHALL BE INSTALLED IN LOCATIONS WITHIN DWELLING UNITS AND ATTACHED GARAGES WHERE SMOKE ALARMS CANNOT BE INSTALLED BASED ON THEIR LISTING. [SFM] ESS INSTALLED IN GROUP R-3 AND TOWNHOMES SHALL COMPLY WITH THE FOLLOWING: 1. ROOMS AND AREAS WITHIN DWELLINGS UNITS, SLEEPING UNITS, BASEMENTS AND ATTACHED GARAGES IN WHICH ESS ARE INSTALLED SHALL BE PROTECTED BY SMOKE ALARMS IN ACCORDANCE WITH SECTION R314. 2. A LISTED HEAT ALARM INTERCONNECTED TO THE SMOKE ALARMS SHALL BE INSTALLED IN LOCATIONS WITHIN DWELLING UNITS, SLEEPING UNITS AND ATTACHED GARAGES WHERE SMOKE ALARMS CANNOT BE INSTALLED BASED ON THEIR LISTING. R328.8 PROTECTION FROM IMPACT. ESS INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE IN ACCORDANCE WITH SECTION R328.8.1 OR R328.8.2 SHALL BE PROVIDED WITH IMPACT PROTECTION IN ACCORDANCE WITH SECTION R328.8.3. R328.8.1 GARAGES. WHERE AN ESS IS INSTALLED IN THE NORMAL DRIVING PATH OF VEHICLE TRAVEL WITHIN A GARAGE, IMPACT PROTECTION COMPLYING WITH SECTION 1207.11.7.3 SHALL BE PROVIDED. THE NORMAL DRIVING PATH IS A SPACE BETWEEN THE GARAGE VEHICLE OPENING AND THE INTERIOR FACE OF THE BACK WALL TO A HEIGHT OF 48 INCHES (1219 MM) ABOVE THE FINISHED FLOOR. THE WIDTH OF THE NORMAL DRIVING PATH SHALL BE EQUAL TO THE WIDTH OF THE GARAGE DOOR OPENING. IMPACT PROTECTION SHALL ALSO BE PROVIDED FOR ESS INSTALLED AT EITHER OF THE FOLLOWING LOCATIONS (SEE FIGURE R328.8.1): 1. ON THE INTERIOR FACE OF THE BACK WALL AND LOCATED WITHIN 36 INCHES (914 MM) TO THE LEFT OR TO THE RIGHT OF THE NORMAL DRIVING PATH. 2. ON THE INTERIOR FACE OF A SIDE WALL AND LOCATED WITHIN 24 INCHES (609 MM) FROM THE BACK WALL AND 36 INCHES (914 MM) OF THE NORMAL DRIVING PATH. EXCEPTION: WHERE THE CLEAR HEIGHT OF THE VEHICLE GARAGE OPENING IS 7 FEET 6 INCHES (2286 MM) OR LESS, ESS INSTALLED NOT LESS THAN 36 INCHES (914 MM) ABOVE FINISHED FLOOR ARE NOT SUBJECT TO VEHICLE IMPACT PROTECTION REQUIREMENTS. R328.8.2 OTHER LOCATIONS SUBJECT TO VEHICLE IMPACT. WHERE AN ESS IS INSTALLED IN A LOCATION OTHER THAN AS DEFINED IN SECTION R328.8.1, AND IS SUBJECT TO VEHICLE DAMAGE, IMPACT PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R328.8.3. BATTERY INSTALLATION REQUIREMENTS R328.8.3 IMPACT PROTECTION OPTIONS. WHERE ESS IS REQUIRED TO BE PROTECTED FROM IMPACT IN ACCORDANCE WITH SECTION R328.8.1 OR R328.8.2, SUCH PROTECTION SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. BOLLARDS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1.1. MINIMUM 48 INCHES (1219 MM) IN LENGTH BY 3 INCHES (76 MM) IN DIAMETER SCHEDULE 80 STEEL PIPE EMBEDDED IN A CONCRETE PIER NOT LESS THAN 12 INCHES (304 MM) DEEP AND 6 INCHES (152 MM) IN DIAMETER, WITH AT LEAST 36 INCHES (914 MM) OF PIPE EXPOSED, FILLED WITH CONCRETE AND SPACED AT A MAXIMUM INTERVAL OF 5 FEET (1524 MM). EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM AN ESS. 1.2. MINIMUM 36 INCHES (914 MM) IN HEIGHT BY 3 INCHES (76 MM) IN DIAMETER SCHEDULE 80 STEEL PIPE FULLY WELDED TO A MINIMUM 8-INCH (203 MM) BY 1/4-INCH (6.4 MM) THICK STEEL PLATE AND BOLTED TO A CONCRETE FLOOR BY MEANS OF 41/2 INCH (13 MM) CONCRETE ANCHORS WITH 3-INCH (76 MM) MINIMUM EMBEDMENT. SPACING SHALL BE NOT GREATER THAN 60 INCHES (1524 MM), AND EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM THE ESS. 1.3. PRE-MANUFACTURED STEEL PIPE BOLLARDS SHALL BE FILLED WITH CONCRETE AND ANCHORED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS, WITH SPACING NOT GREATER THAN 60 INCHES (1524 MM), AND EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM THE ESS. 2. WHEEL BARRIERS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 2.1. FOUR INCHES (102 MM) IN HEIGHT BY 5 INCHES (127 MM) IN WIDTH BY 70 INCHES (1778 MM) IN LENGTH WHEEL BARRIER MADE OF CONCRETE OR POLYMER, ANCHORED TO THE CONCRETE FLOOR NOT LESS THAN EVERY 36 INCHES (914 MM) AND LOCATED NOT LESS THAN 54 INCHES (1372 MM) FROM THE ESS. MINIMUM 31/2-INCH (89 MM) DIAMETER CONCRETE ANCHORS WITH A 3-INCH (76 MM) EMBEDMENT PER BARRIER SHALL BE USED. SPACING BETWEEN BARRIERS SHALL BE NO GREATER THAN 36 INCHES (914 MM). 2.2. PRE-MANUFACTURED WHEEL BARRIERS SHALL BE ANCHORED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. 3. APPROVED METHOD DESIGNED TO RESIST A 2000-LB. (8899 NEWTONS) IMPACT IN THE DIRECTION OF TRAVEL AT 24 INCHES (608 MM) ABOVE GRADE. DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD ADDITIONAL NOTES 718 W Tribella Ct 3/17/2025 6'-0" & 6'-6" MANUFACTERED TRUSS 1. ROOF MATERIAL: FLAT TILE 2. ROOF SLOPE:30 DEGREES 3. ROOF STRUCTURE: 4. RAFTER SIZE:2X4 5. RAFTER SPACING: 24" O.C. 6. RAFTER SPAN (S): APPROX. INSTALLATION AREA: 250.17 SQ. FT. TOTAL SYSTEM WEIGHT:627.60 LBS. DISTRIBUTED WEIGHT OF ARRAY: 2.51 PSF. WEIGHT PER MOUNT:34.87 LBS LOAD CALCULATIONS ROOF INFORMATION MODULE INFORMATION 7. PV MODULE: PANASONIC EVPV420HK2 8. DIMENSION: 73.4" H X 40.9" W X 1.18" D 9. WEIGHT 47.6 LBS 10. MODULE CLEARANCE: 3IN. MIN / 6 IN. MAX ATTACHMENT & RAILING 11. ATTACHMENT:(18) SRH FLAT TILE HOOK 12. MAX. HORIZONTAL STANDOFF: 72 IN. 13. STANDOFF STAGGERING: YES 14. MAX. VERTICAL STANDOFF: PER INSTALLATION INSTRUCTIONS 15. RAILING:EVEREST RACKING-48-X RAILS 16. MAX RAIL CANTILEVER: PER INSTALLATION INSTRUCTIONS 17. LAG BOLT SIZE:4-1/4 IN. X 5/16 IN. DIA 18. LAG BOLT EMBEDMENT: 3-1/4 IN. INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ D1 11 15 16 17 18 NOTE: PILOT HOLES REQUIRED FOR 5/16" DIA. LAG BOLTS D1 SEE 10789 5453 1 2 6 6 STRUCTURAL PLAN PV.03 STRUCTURAL NOTES 2X4 RAFTERS @24" CENTERS FLAT TILE SCALE: 3/16" = 1'-0" ATTACHMENT DETAIL N DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD A. ALL HARDWARE, INCLUDING MOUNTING AND RACKING, TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. B. ALL PV RELATED RACKING ATTACHMENTS WILL BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER; FINAL ATTACHMENT LOCATIONS MAY BE ADJUSTED IN THE FIELD AS NECESSARY. C. ROOFTOP PENETRATIONS PERTAINING TO SOLAR RACKING WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALNT PER CODE BY A LICENSED CONTRACTOR. D. MAXIMUM VERTICAL STANDOFF BETWEEN RAILS & MAXIMUM RAIL CANTILEVER PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 18'-7"20'-7"3'-0" 718 W Tribella Ct 3/17/2025 SMM BBINVS SITE PLAN NOTES A. ALL WORK SHALL COMPLY WITH APPLICABLE, LOCAL, MUNICIPAL CODES, AND TO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. B. THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS [R324.7.1]. C. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED [CEC 110.26]. D. THE DEPICTED CONDUIT RUN ON PLANS IS A PROPOSED CONDUIT ROUTE. THE CONDUIT RUN MAY BE ALTERED AT INSTALLATION AS REQUIRED, AS LONG AS ALTERATIONS ADHERE TO ALL AHJ AND HOA REQUIREMENTS. E. INSTALLATION OF NEW PV SYSTEM SHALL NOT OBSTRUCT EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, OR VENTILATION INTAKE AIR OPENINGS; ANY RELOCATED PLUMBING VENTS MUST BE THROUGH THE ATTIC SPACE AND TERMINATED A MIN. 6 INCHES ABOVE THE ROOF LINE. F. ALL EQUIPMENT SHALL BE LISTED AND ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ROOF MOUNTED TRANSITION BOXES AND SWITCHES. G. EQUIPMENT LISTINGS AND CERTIFICATIONS ARE AS FOLLOWS: I. MODULES ARE LISTED UNDER UL61370-1 & UL61370-2 II. INVERTER IS LISTED UNDER UL1741 III. RACKING IS LISTED UNDER UL2703 IV. RACKING SYSTEMS IN COMBINATION WITH TYPE 1 OR 2 MODULES, ARE CLASS A FIRE RATED. FIRE PATHWAY NOTES R324.6.1: PATHWAYS TO RIDGE. I. NOT LESS THAN TWO MINIMUM 36-INCH WIDE (914 MM) PATHWAYS ON SEPARATE ROOF PLANES, FROM LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDINGS. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. II. FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY, A MINIMUM 36-INCH-WIDE PATHWAY FROM THE LOWEST ROOF EDGE TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE AS THE PHOTOVOLTAIC ARRAY, ON AN ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. III. PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT. R324.6.2 SETBACKS AT RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING 33 PERCENT OR LESS OF THE PLAN VIEW TOTAL ROOF AREA, A MINIMUM 18 IN. SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLANVIEW TOTAL ROOF AREA, A MINIMUM 36 IN. WIDE SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. R324.7.2.6 EMERGENCY ESCAPE AND RESCUE OPENING. PANELS AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A 36 IN. WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. FIRE PATHWAY REQUIREMENT EXCEPTIONS. I.DETACHED, NONHABITABLE STRUCTURES SHALL NOT BE REQUIRED TO PROVIDE ROOF ACCESS. II.FIRE ACCESS PATHWAYS NOT REQUIRED FOR ROOFS WITH SLOPES OF 2:12 (11 DEGREE PITCH) OR LESS. ADDITIONAL FIRE NOTES. I. FIRE PATHWAYS TO RIDGE ARE PROPOSED PATHWAYS AND ARE NOT INTENDED TO LIMIT ALTERNATIVE PATHWAYS TO ROOF AT INSTALLATION IF SITE CONDITIONS REQUIRE. ALTERNATIVE PATHWAYS MUST COMPLY WITH ALL AHJ AND CODE REQUIREMENTS FOR FIRE PATHWAYS. II. SEE ADDITIONAL NOTES SECTION FOR ROOF COVERAGE CALCULATIONS INSTALLER NOTES SITE PLAN INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ COMBO METER/MAINMM SU B FIRE SETBACKS & PATHWAYS 3' FIRE CODE PATHWAY 18" RIDGE FIRE SETBACK SCALE: 3/16" = 1'-0" ROOF & FIRE PLAN ROOF AREA PV COVERAGE ROOF SURFACE: 1168.48 SQ. FT. PV COVERAGE: 250.17 SQ. FT ROOF AREA COVERED: 21.41% A/C ROOFTOP A/C UNIT ADDITIONAL NOTES LEGEND KEY SUB PANEL SKY LIGHT CHIMNEY ATTIC VENT PLUMBING VENT SATELLITE DISH ELECTRICAL MASTSAC DISCONNECT PROPOSED CONDUIT PROPOSED STRINGING OPTIMIZER/RSD/ MICROINVERTER AC L AC LOADCENTER IQ COMBINER NEMA 3R JBOX BB BATTERY BANK EV EV CHARGER PV PRODUCTION METERIQ C PV MODULE DETAILS FIRE SETBACKS AND PATHWAYS DESIGNED IN COMPLIANCE WITH R324.6.2 AND ASSUMES NO AUTOMATIC FIRE SPRINKLERS ARE ON THE PROPERTY UNLESS CONFIRMED BY THE INSTALLER. PANASONIC EVPV420HK2 420 WATTS 73.4" H X 40.9" L X 1.18" D WEIGHT: 47.6 LBS ROOF ACCESS POINT N ELECTRICAL & FIRE PLAN PV.02 JB DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD ROOF ACCESS POINT 3'-0" 3'-0" ARRAY 1 - 5.040 kW [x12] (N) MODULES TILT: 30 DEGREES AZIMUTH: 180 DEGREES (E) 225A MAIN SERVICE PANEL [x2] (N) 60A AC DISCONNECT (N) PANASONIC EVHB-I7 [240V] INVERTER W/ EVHB-I7-X15 BATTERY JB S1.1 S1.1 S1.2 S1.2 IN V INVERTER + BATTERYBB 718 W Tribella Ct 3/17/2025 PANASONIC EVHB-I7 [240V] [240V] [SI1-SB] WITH DC DISCONNECT DC INVERTER 1 AC PANASONIC EVHB-I7-X15 15kWh PV AC DISCONNECT 60A NON-FUSED 240V, NEMA 3R VISIBLE/LOCKABLE LABELLED ACD 03 03 TO UTILITY GRID (UNDERGROUND) M 200A (N)40A (E) 225A MAIN SERVICE PANEL 240/120 V 1Ø, 3W BUS RATING: 225A MCB RATING: 200A INTERCONNECTION STRATEGY: LOAD SIDE 705.12(B)(3)(2) MAX. BACKFEED CURRENT CALC: 225A X 1.2 - 200A = 70A METER NUMBER: 222014-393842 (E) GROUNDING ELECTRODE PV AC DISCONNECT 60A NON-FUSED 240V, NEMA 3R VISIBLE/LOCKABLE LABELLED ACD 03 6 6 STRING 1-2 INVERTER 1 S1.2 S1.1 01 02 JU N C T I O N B O X NE M 3 R , U L L I S T E D 1.1 1.2 LOAD SHIFT ONLY INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ (12) PANASONIC EVPV420HK2 RATED POWER (PMAX) (W)420W RATED POWER (PTC) (W)403.3W SHORT CIRCUIT CURRENT (ISC) (A) 10.74A MAXIMUM POWER CURRENT (IMP) (A) 9.96A OPEN CIRCUIT VOLTAGE (VOC) (V) 48.8V MAXIMUM POWER VOLATGE (VMP) (V) 42.2V TEMP. COEFF. OF VOC (%/C)-0.235 %/C SYSTEM SUMMARY SYSTEM SIZE (STC-DC): 5.040 kW SYSTEM SIZE (CEC-AC): 4.719 kW INVERTER RATED POWER (AC): 7.60 kW 718 W TRIBELLA CT, SANTA ANA, CA 92703 PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS INVERTER SPECS (6) AP SMART RSD-D-15 RATED INPUT (W) 2000W RATED INPUT ISC (A) 15A MAX DC (V)80V RATED OUTPUT (A) 15A WEIGHTED EFFICIENCY N/A% OPTIMIZER/RSD SPECS OVERCURRENT CALCULATION COMBINED INVERTER OUTPUT: 31.70A MAX PV CURRENT (125%):39.63A (1) PANASONIC EVHB-I7 [240V] [240V] [SI1-SB] RATED POWER (W) 7600W MAX INPUT (A) 16A MAX INPUT (V) 550V MAX OUTPUT (A) 31.7A MAX OUTPUT 125% (A)39.63A MAX OCPD (A) 40A EFFICIENCY (CEC) 0.975% AP SMART RSD-D-15 PROVIDE MODULE-LEVEL RAPID SHUTDOWN & ARE 690.12 COMPLIANT. MODULE SPECS ID CONDUCTOR GROUND CONDUIT CURRENT CARRYING CONDUCTORS IN CONDUIT CONT. CURRENT 125% MAX. CURRENT MIN. OCPD TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP. @ 90°C DERATED 90°C AMP. TERMINAL TEMP. RATING TERMINAL AMP RATING CONDUIT AND WIRE SCHEDULE 01 10 AWG PV WIRE, Cu 6 AWG BARE, Cu FREE AIR N/A 15A 18.75A N/A 0.94 (31°C)1 55A 51.70A 75°C 55A 02 10 AWG THWN-2, Cu 8 AWG, THWN-2, Cu 0.75" EMT 4 (2 PER STRING)15A 18.75A N/A 0.94 (31°C)0.8 40A 30.08A 75°C 35A 03 8 AWG THWN-2, Cu 8 AWG, THWN-2, Cu 0.75" EMT 3 31.70A 39.63A 40A 0.94 (31°C)1 55A 51.70A 75°C 50A WIRE TABLE AND CONDUIT NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD LINE DIAGRAM PV.04 A. ROOFTOP TEMPERATURE CORRECTION FACTOR REFLECTS REQUIRED MIN. 7/8" CONDUIT HEIGHT FROM ROOF. B. ALL CONDUCTORS SHALL BE COPPER AND RATED A MINIMUM OF 90°C; ALL TERMINALS SHALL BE RATED A MINIMUM OF 75°C. C. ALL NEW WIRES ARE THWN-2 COPPER UNLESS OTHERWISE NOTED. D. NEUTRAL WIRE SIZE TO MATCH CONDUCTOR RATING WHERE NEUTRAL IS APPLICABLE. SEE DESIGN CALCULATIONS PAGE FOR ADDITIONAL NOTES AND DETAILS WEATHER STATION TUSTIN MCAF EXTREME LOW TEMP.:2°C 2% HIGH TEMP. 31°C TEMP. DERATE FACTOR: 0.94 BATTERY BACKUP NOTES A. PRODUCERS STORAGE DEVICE(S) WILL NOT CAUSE THE HOST LOAD TO EXCEED ITS NORMAL PEAK DEMAND. NORMAL PEAK DEMAND IS DEFINED AS THE HIGHEST AMOUNT OF POWER REQUIRED FROM THE DISTRIBUTION SYSTEM BY PRODUCERS COMPLETE FACILITIES WITHOUT THE INFLUENCE OR USE OF THE ENERGY STORAGE DEVICE(S). 718 W Tribella Ct 3/17/2025 (12) PANASONIC EVPV420HK2 RATED POWER (PMAX) (W)420W RATED POWER (PTC) (W)403.3W SHORT CIRCUIT CURRENT (ISC) (A) 10.74A MAXIMUM POWER CURRENT (IMP) (A) 9.96A OPEN CIRCUIT VOLTAGE (VOC) (V) 48.8V MAXIMUM POWER VOLATGE (VMP) (V) 42.2V TEMP. COEFF. OF VOC (%/C)-0.235 %/C SYSTEM SUMMARY SYSTEM SIZE (STC-DC): 5.040 kW SYSTEM SIZE (CEC-AC): 4.719 kW INVERTER RATED POWER (AC): 7.60 kW 718 W TRIBELLA CT, SANTA ANA, CA 92703 PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS INVERTER SPECS (6) AP SMART RSD-D-15 RATED INPUT (W) 2000W RATED INPUT ISC (A) 15A MAX DC (V)80V RATED OUTPUT (A) 15A WEIGHTED EFFICIENCY N/A% OPTIMIZER/RSD SPECS OVERCURRENT CALCULATION COMBINED INVERTER OUTPUT: 31.70A MAX PV CURRENT (125%):39.63A (1) PANASONIC EVHB-I7 [240V] [240V] [SI1-SB] RATED POWER (W) 7600W MAX INPUT (A) 16A MAX INPUT (V) 550V MAX OUTPUT (A) 31.7A MAX OUTPUT 125% (A)39.63A MAX OCPD (A) 40A EFFICIENCY (CEC) 0.975% AP SMART RSD-D-15 PROVIDE MODULE-LEVEL RAPID SHUTDOWN & ARE 690.12 COMPLIANT. MODULE SPECS ID CONDUCTOR GROUND CONDUIT CURRENT CARRYING CONDUCTORS IN CONDUIT CONT. CURRENT 125% MAX. CURRENT MIN. OCPD TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP. @ 90°C DERATED 90°C AMP. TERMINAL TEMP. RATING TERMINAL AMP RATING WEATHER STATION: TUSTIN MCAF [ASHRAE EXTREME LOW TEMP.:2°C | ASHRAE 2% HIGH TEMP. 31°C] ROOFTOP TEMPERATURE CORRECTION FACTOR REFLECTS REQUIRED MIN. 7/8" CONDUIT HEIGHT FROM ROOF ALL CONDUCTORS SHALL BE COPPER AND RATED A MINIMUM OF 90°C; ALL TERMINALS SHALL BE RATED A MINIMUM OF 75°C.CONDUIT AND WIRE SCHEDULE 01 10 AWG PV WIRE, Cu 6 AWG BARE, Cu FREE AIR N/A 15A 18.75A N/A 0.94 (31°C)1 55A 51.70A 75°C 55A 02 10 AWG THWN-2, Cu 8 AWG, THWN-2, Cu 0.75" EMT 4 (2 PER STRING)15A 18.75A N/A 0.94 (31°C)0.8 40A 30.08A 75°C 35A 03 8 AWG THWN-2, Cu 8 AWG, THWN-2, Cu 0.75" EMT 3 31.70A 39.63A 40A 0.94 (31°C)1 55A 51.70A 75°C 50A INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ ELECTRICAL & CONDUIT NOTES A. MAIN PANEL UPGRADES. A TYPE 1 OR TYPE 2 SURGE PROTECTION DEVICE SHALL BE INSTALLED FOR THE NEW MSP EITHER AS AN INTEGRAL PART OF THE SERVICE EQUIPMENT OR LOCATED IMMEDIATELY ADJACENT THERETO. [CEC 230.67] B. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENT AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C. CONDUIT RACEWAYS SHALL BE PROVIDED WITH EXPANSION FITTINGS TO COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION. [CEC 110 (B) AND 110.14 (D)] D. PROVIDE PULL BOXES AND/OR EXPANSION OR DEFLECTION FITTINGS FOR THE ROOFTOP CONDUITS TO ACCOMMODATE THERMAL EXPANSION AND CONTRACTION. [CEC 300.7(B)] E. ALL CONDUCTORS AND CONDUITS ON THE ROOF SHALL BE INSTALLED A MINIMUM DISTANCE ABOVE THE ROOF TO THE BOTTOM OF THE RACEWAY OR CABLE OF 7/8" IN. (INCLUDING CABLES UNDERNEATH MODULES AND RACKING). F. ALL CONDUCTORS IN EXPOSED OUTDOOR LOCATIONS SHALL BE LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT AND FOR THE APPLICATION. [CEC 690.31(C) THROUGH (F), 310.10(D)] G. EXPOSED CONDUCTORS WITHIN THE PV ARRAY SHALL BE PV WIRE/CABLE, OR TYPE USE-2, OR TYPE RHW-2 (UL 4703 & 854 LISTED) [CEC 690.31(C)(1)] H. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET LOCATIONS. (CEC 314.15) I. DC WIRING INSIDE A BUILDING MUST BE IN METAL RACEWAYS, METAL-CLAD CABLE, OR METAL ENCLOSURES. [CEC 690.31(D)] J. EQUIPMENT GROUNDING CONDUCTOR (EGC) SMALLER THAN #6-AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY AN IDENTIFIED RACEWAY OR CABLE ARMOR, UNLESS INSTALLED WITHIN HOLLOW SPACES OF THE FRAMING MEMBERS OF BUILDINGS OR STRUCTURES AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. [CEC 250.120(C)] K. CABLES/WIRES THAT ARE SUBJECT TO PHYSICAL DAMAGE, SUCH AS THOSE NOT LOCATED UNDER THE MODULES, MUST BE PROTECTED. [CEC 300.4] L. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. ADDITIONAL BATTERY STORAGE NOTES PRODUCERS STORAGE DEVICE(S) WILL NOT CAUSE THE HOST LOAD TO EXCEED ITS NORMAL PEAK DEMAND. NORMAL PEAK DEMAND IS DEFINED AS THE HIGHEST AMOUNT OF POWER REQUIRED FROM THE DISTRIBUTION SYSTEM BY PRODUCERS COMPLETE FACILITIES WITHOUT THE INFLUENCE OR USE OF THE ENERGY STORAGE DEVICE(S). DESIGN CALCULATIONS PV.05 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD 718 W Tribella Ct 3/17/2025 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING! POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE CODE REFERENCE: CEC 690.13(B) LOCATION: PLACE ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION CODE REFERENCE: CEC 705.12(B)(3)(2) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR CODE REFERENCE: CEC 705.12(B)(3)(3) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) WARNING! DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM CODE REFERENCE: CEC 705.10 LOCATION: ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES PHOTOVOLTAIC POWER SOURCE CODE REFERENCE: CEC 690.31(D)(2) LOCATION: AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED A MAX. 10 FT SECTIONS OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS. DC DISCONNECT DC PHOTOVOLTAIC POWER SOURCE MAXIMUM SYSTEM VOLTAGE: MAXIMUM CIRCUIT CURRENT: VDC AMPS MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-DC CONVERTER (IF INSTALLED) AMPS 550 16 15 CODE REFERENCE: CEC 690.53 LOCATION: AT EACH DC DISCONNECT MEANS (INVERTER 1) AC DISCONNECT AC PHOTOVOLTAIC POWER SOURCE MAX AC OPERATING CURRENT: AC OPERATING VOLTAGE: MAX VAC240 31.7A CODE REFERENCE: CEC 690.54 LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) PHOTOVOLTAIC AC DISCONNECT CODE REFERENCE: CEC 690.13(B) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT / AC DISCONNECTS / BREAKERS TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN CODE REFERENCE: CEC 690.56 LOCATION: SIGN TO BE LOCATED ON OR NO MORE THAN 3 FT AWAY FROM SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID SHUTDOWN SWITCHES IF NOT AT THE SAME LOCATION. RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM CODE REFERENCE: CEC 690.56 (C)(2) LOCATION: TO BE LOCATED ON OR NO MORE THAN 3 FT AWAY FROM RSD INITIATION DEVICE ! ! FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS. 01 02 03 04 05 06 07 08 09 10 ENERGY STORAGE SYSTEM DISCONNECT CODE REFERENCE: CEC 706.15(C) LOCATION: ON ACCESSIBLE ESS DISCONNECT CAUTION TRI POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM THIRD SOURCE IS ENERGY STORAGE SYSTEM CODE REFERENCE: CEC 705.12(B)(3) LOCATION: PLACE ON MAIN PANEL IF PV SYSTEM IS ALSO CONNECTED TO PANEL WARNING! FUEL CELL POWER SYSTEM CONTAINS ENERGY STORAGE DEVICES CODE REFERENCE: CEC 692.56 LOCATION: ON ACCESSIBLE ESS DISCONNECT CODE REFERENCE: CEC 706.15(C) LOCATION: ON ACCESSIBLE ESS DISCONNECT NOMINAL ESS AC VOLTAGE: MAXIMUM ESS DC VOLTAGE: AVAILABLE FAULT CURRENT DERIVED FROM THE ESS: DATE CALCULATION PERFORMED: BATTERY BACKUP PLACARDS 240 VAC 450 VDC N/A 1/29/2025 INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ LABELS PV.06 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD 718 W Tribella Ct 3/17/2025 SERVICE BY QUALIFIED PERSONNEL ONLY POWER TO THIS BUILDING ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN CAUTION: DISCONNECT DIRECTORY PLAQUE INSTALL AT MAIN SERVICE PANEL FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS 718 W TRIBELLA CT,SANTA ANA, CA 92703 N NOTE: NEW AND EXISTING PV ARRAY ARE 690.12 RSD COMPLIANT ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD PLACARD MAP PV.07 UTILITY METER AND MAIN SERVICE PANEL [x2] AC DISCONNECT YOU ARE HERE INVERTER + BATTERY ROOFTOP PV ARRAY INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 718 W Tribella Ct 3/17/2025 SMM BBINVS INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 54 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD OPTIMIZER MAP OM 718 W Tribella Ct 3/17/2025 INFINITY SOLAR TLP ELECTRIC INTEGRATIONS, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 1/29/2025 A.R. D.A.A.B. SHEET NAME: NEW PV SYSTEM 5.040 kW DC (STC-DC) | 4.719 kW (CEC-AC) GRAHAM BERGER 718 W TRIBELLA CT, SANTA ANA, CA 92703 APN: 19835227 SHEET NO.: ENGINEER OF RECORD CERTIFICATE OF COMPLIANCE CC 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 35830 Las Positas Road, Livermore CA 94551 | 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671-6045 | Fax: (800) 689-7975 | www.solarroofhook.com SolarRoofHook is a division of Quickscrews International Corp. SPEC SHEET Part # Box Quantity Screw Size 17540 20 Hooks N/A 17541 1 Hook N/A 17542 20 Hooks; 40 Screws #14 x 3” 17543 1 Hook; 2 Screws #14 x 3” 17608 20 Hooks; 40 Screws 5/16” x 3” 17609 1 Hook; 2 Screws 5/16” x 3” 5/ 6 3 5/16” x 3” 55830 Las Positas Road, Livermore CA 94551 | 3948 Airway Drive, Rock Hill SC 29732 Phone: (844) 671-6045 | Fax: (800) 689-7975 | www.solarroofhook.com SolarRoofHook is a division of Quickscrews International Corp. TEST RESULTS 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 718 W Tribella Ct 3/17/2025 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST 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 718 W Tribella Ct 3/17/2025 To Whom It May Concern: I, Graham Berger, as the homeowner of 718 W Tribella Ct. give Infinity Solar/TLP Electric Integrations permission to install solar to my home. Please call me with any questions. Thank you. Sincerely, Graham Berger (301) 717-8940 718 W Tribella Ct 3/17/2025 Digitally sealed by RJM on Date: Job #: 2/3/25 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Berger Residence 718 W Tribella Ct Santa Ana, CA 92703 2/3/25 Designed in Accordance with CBC 2022, ASCE 7‐16 25‐0550 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566‐0066 Email: SE@mcpe.group 2/3/2025  4:32 PM 1 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents *Note:  This engineering report is limited to the information presented to Engineer via plans, site  information, photos, and written correspondence as provided by Client.  On‐site structural  observations and verification of site conditions are not included herein.  Engineering for  manufactured products such as photovoltaic modules or racking systems is excluded from this  report.  Please refer to the manufacturer's specifications, certifications, and pre‐engineered  packages for product engineering.  Installations of solar modules and related equipment must be  performed in accordance with manufacturer recommendations, local codes, local regulations,  industry best practices, and applicable safety standards.  Owner and/or Contractor shall notify  Engineer should any damage, deterioration, or discrepancies between current condition of the  structure or otherwise as this letter describes before proceeding with construction.  This letter  applies only to regions of the structure where solar modules will be supported and the  supporting elements. 2/3/2025  4:32 PM 2 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Location: 718 W Tribella Ct Santa Ana, CA 92703 Existing Structure Info: Number of Stories = 2 Aroof =1100 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =1100 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Latitude = Longitude = Ss = 1.520 S1 = 0.590 Exposure Category = C Ult. Wind Speed = 95 m.p.h. P.V. Array Info: Model = EVPV420HK2 Height of Panel = 73.40 in. Width of Panel = 40.90 in. Area of Panel = 20.8 ft.2 Number of New Panels = 12 Number of Exis. Panels = 0 Total Area of Array = 250.2 ft.2 Spacing of Anchors =6.00 ft. max. on cente rows of racks per panel =2 Panel Tilt = 7‐27 deg Project Info 33.755513 ‐117.921306 2/3/2025  4:32 PM 3 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Existing Loads: Roof Design Loads: Roofing = 10.0 p.s.f.Concrete Tile roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x4 Rafters Misc = 1.0 p.s.f. DLr1 =14.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f.Drywall and framing DLr2 =16.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Per C.B.C, Table 1607.1) SL = 0.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.8 p.s.f.weight of panels including rack system DLr1_proposed =16.8 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =18.8 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) =37.4 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =33.1 kips Proposed Load Demand Gravity Loads Roof Live Loads need not be applied to the area covered with by PV panel where the  clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1  Exception Wprop - W ex  =‐11.52% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex 2/3/2025  4:32 PM 4 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Seismic Design Parameters Risk Category = 2 Per Table 1‐5‐1 R = 6.5 Response Modification Factor (Table 12‐2.1) Site Class = D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5‐2) Ss =1.52 Short Period P.G.A. S1 =0.59 1‐Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa =1.20 Site Coefficient per Table 11.4‐1 ASCE 7‐16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4‐2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.82 Short Period M.C.E. Per Eq. 11.4‐1 SM1 = SD1 Fv =1.00 1‐Sec Period M.C.E. Per Eq. 11.4‐2 SDS = 2/3 (SMS) =1.22 Short Period Design Parameter Per Eq 11.4‐3 SD1 = 2/3 (SM1) =0.67 1‐Sec Period Design Parameter Per Eq 11.4‐4 Approximate Fundamental Period (Per 12.8.2.1 per Eq. 12.8‐7 hn = 20 ft Ct =0.02 (per table 12.8‐2) x = 0.75 (per table 12.8‐2) T = 0.19 sec Approximate Fundamental Period TL =8 sec Long‐Period Transition Period per Figure 22‐12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.19 Seismic Response Coefficient Per Eq. 12.8‐2 Cs1 = 1.5*(SD1 Ie)/R T = 0.82 Max. Seismic Response Coefficient Per Eq. 12.8‐3 if T ≤ TL Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs2 = 0.044 SDS Ie =0.05 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs3 = 0.5 S1 Ie/R =0.05 Min. Seismic Response Coefficient Per Eq. 12.8‐6 if S 1 ≥ 0.6g CS =0.19 Design Seismic Coefficient Check Additional Base Shea Wexisting =56.1 kips Weight of Existing Structure Wpanels =0.7 kips Weight of Proposed Panels Vexisting = Cs W existing =10.5 kips Roof Level Shear of Existing Structure Vpanels = Cs W panels =0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x  = 1.24% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT  REQUIRE SEISMIC RETROFIT, PANELS OK! 2/3/2025  4:32 PM 5 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult =95 mph Kzt =1.00 (sec 26.8.2)h = 20 ft Exposure Category = C Kz = 0.90 (sec 26.10.1) Roof Zone = 2 Kd =0.85 (sec 26.6) Roof θ = 7‐27 deg Ke =1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V2 qh =17.67 (eq. 26.10‐1) GPp =‐2 uplift γE =1.5 (sec 29.4.4) γa =0.69 (fig 29.4‐8) γE =1.5 FIG 29.4‐7)γc =0.97 (fig 29.4‐7)hpt =0 γa =0.69 (fig 29.4‐8)γp =0.9 (fig 29.4‐7)ω =0.00 deg (panel tilt) GPp =‐2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4‐7)p = qh (GCrn) γE γC γp (eq 29.4‐6) p =‐36.8 p.s.f.p =32.3 p.s.f. Check Anchorage to Existing Structur 0.6DL ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.8 p.s.f.dead load of panel (including rack system) W = 36.8 p.s.f.wind load normal to face of panel Arealag =18.4 sq. ft.area tributary to each anchor SPanc =6.00 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =374.8 lbs.total uplift on anchor Material = DFL lumber anchor material Dialag =5/16 in.diameter of screw Penlag = 2.5 in.min. penetration to existing framing W lag =266 lb/in.withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews =2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews =1702.4 lbs.total allowable withdrawal on anchor Puplift Pallow Anchorage =USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section  29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3  (where applicable) =0.22 < 1.00 Anchor is OK! 2/3/2025  4:32 PM 6 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025 By: J.R. Date: 2/3/25 Gravity Loads: DEMAND DECREASED BY 11.52% = OK! Lateral Loads: DEMAND INCREASED BY 1.24% < 10% = OK! Anchorage: DEMAND OF 374.8LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRA ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 2/3/2025  4:32 PM 7 of 7 ©McPherson Engineering 718 W Tribella Ct 3/17/2025