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Home My WebLink About513 S Everglade Ave - Plan09/26/2022 Design Criteria Code 2019 California Building Code (ASCE 7-16) Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 95 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 0 psf If you have any questions on the above, please do not hesitate to call. Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 RE: Structural Certification for Installation of Residential Solar CECILIA TORRES:513 S EVERGLADE ST, SANTA ANA, CA 92704 Attn: To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle roofing over roof plywood supported by 2X4 Rafters at 24 inches. The slope of the roof was approximated to be 20 degrees and the allowable maximum rafter span is 6 feet between supports. After review of the field observation data and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Structural Letter for PV Installation Date: 09/26/2022 Job Address: 513 S EVERGLADE ST SANTA ANA, CA 92704 Job Name: CECILIA TORRES Job Number: 220926CT Scope of Work Table of Content Sheet 1 Cover 2 Attachment Uplift checks 3 Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2019 California Building Code (ASCE 7-16) Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V 95 mph Exposure C References NDS for Wood Construction Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Wind Load Cont. 95 mph ASCE 7-16 Figure 26.5-1B C 1.0 ASCE 7-16 Sec 26.8.2 0.85 ASCE 7-16 Table 26.10-1 0.85 ASCE 7-16 Table 26.6-1 1.00 ASCE 7-16 Table 26.9-1 16.65 psf 20.0 Degrees 1.5 Conservatively assuming all exposed 0.8 conservatively assuming 10 ft2 effective area Uplift (W)Zone(1) Zone(2r) Zone(2e)Zone(3) Fig. 30-3-2 GCp=-2.1 -2.6 -2.7 -2.7 Eq. 29.4-7 P=qh(GCp)(γE)(γa)=-41.95 -51.94 -53.93 -53.93 GCp=0.3 Figure 30.3-2 P=qh(GCp)(γE)(γa)=4.49 Equation 29.4-7 Rafter Attachments: 0.6D+0.6W (CD=1.6) Connection Check Attachment max. spacing= 6 ft 5/16"X4.75"Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A - NDS 2.5 in DFL Assumed Prying Coefficient 1.4 Allowable Capacity= 760 lbs Zone Trib Width Area (ft) Uplift (lbs) Down (lbs) Zone(1) 6 16.5 333.7 123.7 Zone(2r) 6 16.5 407.9 123.7 Zone(2e) 6 16.5 422.7 123.7 Zone(3) 6 16.5 422.7 123.7 Conservative Max= 422.7 < 760 CONNECTION IS OK Risk Category = KZ = Kd = Ke = 2.Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. II V= Exposure = 1.Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs γE= γa= KZt = qh= 0.00256KzKztKdKeV2 = Pitch = Lag Screw Penetration projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Vertical Load Resisting System Design Roof Framing Rafters Snow Load Fully Exposed pg= 0 psf Ct = 1.1 Ce = 0.9 Is = 1.0 pf = 0 psf pfmin. = 0.0 psf ps = 0 psf Conservatively (Cs=1) 0 plf Max Length, L = 6.0 ft (Rafter maximum Allowable Horizontal Span) Tributary Width, WT = 24 in Dr = 10 psf 20 plf PvDL = 3 psf 18 plf Load Case: DL+0.75(0.6W+S) 0.75(Pnet+Ps)+ Ppvcos(θ)+PDL= 42 plf Mdown= 189 lb-ft Mallowable = Sx x Fb' (wind)= 456 lb-ft > 189 lb-ft OK Load Case: DL+S Ps+ Ppvcos(θ)+PDL= 38 plf Mdown= 171 lb-ft Mallowable = Sx x Fb' (wind)= 456 lb-ft > 171 lb-ft OK Load Case: DL+0.6W Pnet+ Ppvcos(θ)+PDL= 43.4 plf Max Moment, Mu= 195 lb-ft Mallowable = Sx x Fb' (wind)= 634 lb-ft > 195 lb-ft OK Pv max Shear= 123.7 lbs Shear, Vu=wL/2+Pv Point Load = 238 lbs Max Shear, Vu=wL/2+Pv Point Load = 238 lb Member Capacity DF-L No.2 2X4 CL CF Ci Cr KF φ λ Fb = 900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi Fv = 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi Emin = 580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi Depth, d = 3.5 in Width, b = 1.5 in Cross-Sectonal Area, A = 5.25 in2 Moment of Inertia, Ixx = 5.35938 in4 Section Modulus, Sxx = 3.0625 in3 Allowable Moment, Mall = Fb'Sxx = 396.2 lb-ft DCR=Mu/Mall = 0.42 < 1 Satisfactory Allowable Shear, Vall = 2/3Fv'A = 630.0 lb DCR=Vu/Vall = 0.38 < 1 Satisfactory Design Value Adjusted Value projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Siesmic Loads Check Roof Dead Load 10 psf % or Roof with Pv 33% Dpv and Racking 3 psf Average Total Dead Load 10.4 psf Increase in Dead Load 3.6% OK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -CECILIA TORRES. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 SPEC SHEET ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 RAIL SPEC SHEET SS-05 513 S Everglade Ave12/20/22 A A A A A A A A MOUNTING DETAIL S-01SCALE:1"=10'-0" NOTE:PENETRATIONS ARE STAGGERED ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 INSTALLATION NOTES 1. STRUCTURAL ROOF MEMBER LOCATIONS ARE ESTIMATED AND SHOULD BE LOCATED AND VERIFIED BY THE CONTRACTOR WHEN LAG BOLT PENETRATION OR MECHANICAL ATTACHMENT TO THE STRUCTURE IS REQUIRED. 2. ROOFTOP PENETRATIONS FOR SOLAR RACKING WILL BE COMPLETED AND SEALED WITH APPROVED SEALANT PER CODE BY A LICENSED CONTRACTOR. 3. LAGS MUST HAVE A MINIMUM 2.5" THREAD EMBEDMENT INTO THE STRUCTURAL MEMBER. 4. ALL PV RACKING ATTACHMENTS SHALL BE STAGGERED BY ROW BETWEEN THE ROOF FRAMING MEMBERS AS NECESSARY. 5. ROOF MOUNTED STANDARD RAIL REQUIRES ONE THERMAL EXPANSION GAP FOR EVERY RUN OF RAIL GREATER THAN 40'. 6. ALL CONDUCTORS AND CONDUITS ON THE ROOF SHALL BE MINIMUM 7/8" ABOVE THE ROOF SURFACE (INCLUDING CABLES UNDERNEATH MODULES AND RACKING). 7. THE PV INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. ROOF ACCESS PATHWAYS AND SETBACKS: 1204.2.1 SOLAR PHOTOVOLTAIC SYSTEMS FOR GROUP R-3 BUILDINGS.SOLAR PHOTOVOLTAIC SYSTEMS FOR GROUP R-3 BUILDINGS SHALL COMPLY WITH SECTIONS 1204.2.1.1 THROUGH 1204.2.1.3. EXCEPTIONS: 1. THESE REQUIREMENTS SHALL NOT APPLY TO STRUCTURES DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA RESIDENTIAL CODE. 2. THESE REQUIREMENTS SHALL NOT APPLY TO ROOFS WITH SLOPES OF 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL OR LESS. 1204.2.1.1 PATHWAYS TO RIDGE. NOT FEWER THAN TWO 36-INCH-WIDE (914 MM) PATHWAYS ON SEPARATE ROOF PLANES,FROM LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDINGS. NOT FEWER THAN ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY, NOT FEWER THAN ONE 36-INCH-WIDE (914 MM) PATHWAY FROM 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 1204.2.1.2 SETBACKS AT RIDGE.FOR PHOTOVOLTAIC ARRAYS OCCUPYING 33 PERCENT OR LESS OF THE PLAN VIEW TOTAL ROOF AREA, A SETBACK OF NOT LESS THAN 18 INCHES (457 MM)WIDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, A SETBACK OF NOT LESS THAN 36 INCHES (457 MM) WIDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. 1204.2.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. PANELS AND MODULES INSTALLED ON GROUP R-3 BUILDINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A PATHWAY OF NOT LESS THAN 36 INCHES (914 MM) WIDE SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING 1204.2.1.3 ALTERNATIVE SETBACKS AT RIDGE. WHERE AN AUTOMATIC SPRINKLER SYSTEM IS INSTALLED WITHIN THE DWELLING IN ACCORDANCE WITH SECTION 903.3.1.3, SETBACKS AT THE RIDGE SHALL CONFORM TO ONE OF THE FOLLOWING: 1. FOR PHOTOVOLTAIC ARRAYS OCCUPYING 66 PERCENT OR LESS OF THE PLAN VIEW TOTAL ROOF AREA, A SETBACK OF NOT LESS THAN 18 INCHES (457 MM) WIDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. 2.FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 66 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, A SETBACK OF NOT LESS THAN 36 INCHES (914 MM) WIDE IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE ALUMINIUM RAILS 2 X 4 RAFTERS@ 2'-0"SPACING ARRAY MP-01 STRING CONFIGURATION BRANCH DETAILS A 8 MODULES SITE INFORMATION - WIND SPEED: 95 MPH AND SNOW LOAD: 0 PSF SR. NO AZIMUTH PITCH NO. OF MODULES ARRAY AREA (SQ. FT.)ROOF TYPE ATTACHMENT ROOF EXPOSURE FRAME TYPE FRAME SIZE FRAME SPACING MAX RAIL SPAN OVER HANG MP-01 90° 20° 8 169.1 COMPOSITION SHINGLE IRONRIDGE FLASHFOOT2 ATTIC RAFTERS 2 X 4 2'-0" 6'-0" 2'-0" AERIAL VIEW 6' 3' 1'-6" Structural Only 513 S Everglade Ave12/20/22 MODULE END CLAMPMID CLAMPMODULE ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 STRUCTURAL DETAIL S-02 MID-CLAMP AND END-CLAMP ANATOMY GROUNDING LUG MID CLAMP ASSEMBLY MODULE FRAME RAIL MODULE TO MODULE & MODULE TO RAIL GROUNDING MID-CLAMP SCALE: NTS GROUNDING DETAILS IRONRIDGE RAIL IRONRIDGE INTERNAL SPLICE SELF-DRILLING SCREW SCALE: NTS RAIL TO RAIL T-BOLT DEAD LOAD CALCULATIONS BOM QUANTITY LBS/UNIT TOTAL WEIGHT (LBS) MODULES 8 48.50 388.00 MID-CLAMP 6 0.170 1.02 END-CLAMP 20 0.300 6.00 RAIL LENGTH 60 0.790 47.40 SPLICE BAR 0 0.650 0.00 IRONRIDGE FLASHFOOT2 22 1.88 41.36 MICRO-INVERTER 8 2.38 19.04 TOTAL WEIGHT OF THE SYSTEM (LBS)483.78 TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)169.06 WEIGHT PER SQ. FT.(LBS)2.86 WEIGHT PER PENETRATION (LBS)16.13 MODULES DATA HANWHA Q CELL QPEAK DUO BLK ML-G10 400W MODULE DIMS 73.97"x41.14"x1.25" LAG SCREWS 5/16"x4.75":2.5"MIN EMBEDMENT 2 X 4 RAFTERS @2'-0" SPACING COMPOSITION SHINGLE ROOF MODULE 5/16" X 4.75" LAG SCREW 1 BOLT PER PENETRATION LOAD BEARING WALL SCALE:NTS ROOF FRAMING DETAILS ATTACHMENT DETAIL- IRONRIDGE FLASHFOOT2 FLASHFOOT2SOLAR MODULE STAINLESS STEEL 5/16" X 4.75" LAG SCREW 2.5" EMBEDMENT PILOT HOLE REQUIRED RAIL FLASHING 6" MAX Structural Only 513 S Everglade Ave12/20/22 (8)HANWHA Q CELL QPEAK DUO BLK ML-G10 400W ,MODULES WITH (8)ENPAHSE IQ8PLUS-72-2-US(240V)(SI-1) (1) BRANCH OF (8) MICRO-INVERTERS (N)JUNCTION BOX 2 1 ENPHASE Q CABLE DC CONDUCTORS AC CONDUCTORS 3 (N)125A END FED MAIN PANEL UTILITY GRID (N ) 1 0 0 A M A I N BR E A K E R PV BREAKER AT THE OPPOSITE END OF BUSBAR 20A 2P PV BREAKER EXISTING 120/240V 1PH 60HZ METER#:SCE 222012-789643M N G (E) GROUND ELECTRODE LOADS 3 (N)30A AC DISCONNECT AC DISCONNECT NON FUSED 30A, 120/240V, 2P 15A AC COMBINER BOX X-IQ-AM1-240-4 120/240 NEMA 3R INSTALL (1)20A PV 2P BREAKERS (ONLY FOR SOLAR, NO LOADS TO BE ADDED) ENPHASE IQ COMBINER 4 20A MODULE SPECIFICATION MODEL HANWHA Q CELL QPEAK DUO BLK ML-G10 400W MODULE POWER @ STC 400W OPEN CIRCUIT VOLTAGE:Voc 45.30V MAX POWER VOLTAGE:Vmp 37.13V SHORT CIRCUIT CURRENT:Isc 11.14A MAX POWER CURRENT:Imp 10.77A ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 SINGLE LINE DIAGRAM E-01 1. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER CEC 310.10(D). 2. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER CEC 310.10(C). 3. MAXIMUM DC/AC VOLTAGE DROP SHALL BE NO MORE THAN 2%. 4. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 5. BREAKER/FUSE SIZES CONFORMS TO CEC 240.6 CODE SECTION. 6. AC GROUNDING ELECTRODE CONDUCTOR SIZED PER CEC 250.66. 7. AMBIENT TEMPERATURE CORRECTION FACTOR IS BASED ON CEC 690.31(A). 8. AMBIENT TEMPERATURE ADJUSTMENT FACTOR IS BASED ON CEC 310.15(B)(2). 9. MAX. SYSTEM VOLTAGE CORRECTION IS PER CEC 690.7. 10. CONDUCTORS ARE SIZED PER WIRE AMPACITY TABLE CEC 310.15(B)(16). ELECTRICAL NOTESSINGLE LINE DIAGRAM: DC SYSTEM SIZE - 3200W, AC SYSTEM SIZE - 2320W, CEC AC RATING:2883W AC WIRE SIZING CALCULATIONS BASED OF FOLLOWING EQUATIONS >> · REQUIRED CONDUCTOR AMPACITY: INVERTER OUTPUT CURRENT X #OF INVERTERS = MAX CURRENT PER 690.8(A)(3) X 125% = MAX CURRENT PER 690.8(B)(1) · CORRECTED AMPACITY CALCULATIONS: AMPACITY X TEMPERATURE DERATE FACTOR X CONDUIT FILL DERATE = DERATED CONDUCTOR AMPACITY PER 690.8(B)(2) · DERATED CONDUCTOR AMPACITY CHECK: MAX CURRENT PER 690.8(A)(3) <DERATED CONDUCTOR AMPACITY AC WIRE CALCULATIONS:- MATERIAL:COPPER & TEMPERATURE RATING:90°C TAG ID REQUIRED CONDUCTOR AMPACITY CORRECTED AMPACITY CALCULATION DERATED CONDUCTOR AMPACITY CHECK 1 1.21 X 8 = 9.68 X 1.25 = 12.10A 30 X 0.87 X 1 =26.10A 12.10A <26.10A 2 1.21 X 8 = 9.68 X 1.25 = 12.10A 40 X 0.87 X 1 =34.80A 12.10A <34.80A 3 1.21 X 8 = 9.68 X 1.25 = 12.10A 40 X 0.87 X 1 =34.80A 12.10A <34.80A CONDUIT SCHEDULE TAG ID CONDUIT SIZE CONDUCTOR NEUTRAL GROUND 1 NONE (2) 10AWG PV WIRE NONE (1) 6AWG BARE COPPER 2 3/4"EMT (2) 10AWG THHN/THWN-2 NONE (1) 8AWG THHN/THWN-2 3 3/4"EMT (2) 10AWG THHN/THWN-2 (1) 10AWG THHN/THWN-2 (1) 8AWG THHN/THWN-2 NOTE: MAIN PANEL RATING:125A, MAIN BREAKER RATING:100A 120% RULE: (125AX1.2)-100A=50A =>ALLOWABLE BACKFEED IS 50A OCPD CALCULATIONS: INVERTER OVERCURRENT PROTECTION= INVERTER O/P I X CONTINUOUS LOAD(1.25)X #OF INVERTERS =1.21x1.25x8=12.10 A =>PV BREAKER = 20A ALLOWABLE BACKFEED 50A =>20A PV BREAKER THE DESIGNED INTERCONNECTION MEETS THE 705.12(B)(2) REQUIREMENTS. ELECTRICAL CALCULATION MICRO INVERTER SPECIFICATIONS MODEL ENPAHSE IQ8PLUS-72-2-US(240V)(SI- 1) POWER RATING 290W MAX OUTPUT CURRENT 1.21A CEC WEIGHTED EFFICIENCY 97% MAX NO OF MICRO INVERTERS/BRANCH 13 MAX DC VOLTAGE 60V NOTE: 1. EACH MICRO INVERTER IS RAPID SHUTDOWN COMPLIANT. 2. MAIN PANEL UPGRADE:REPLACE EXISTING MAIN SERVICE PANEL WITH NEW 125/100A MAIN PANEL. 3. NEW SERVICE PANEL MUST BE COMBINATION/ALL-IN-ONE, AND METER AND MAIN CANNOT BE SEPARATE. 4. 125A SERVICE REQUIRES A MINIMUM 6 AWG CONDUCTOR TO 10' OF UNDERGROUND METAL WATER PIPE ELECTRODE. BOND ON THE INSIDE/OUTSIDE WITHIN FIRST 5' OF WHERE THE WATER ENTERS THE BUILDING. AN ADDITIONAL CONNECTION UFER OR 2 NEW RODS IS NEEDED - LOCATED 6' FROM OTHER ELECTRODES. WATER PIPE MAY NOT BE USED TO BOND ANY ELECTRODES UNLESS BURIED OR ENCASED, ELECTRODE CONNECTIONS MUST BE ACCESSIBLE. 5. LISTED COMBINATION OVERHEAD AND UNDERGROUND FEED SERVICE BOXES REQUIRED. 513 S Everglade Ave12/20/22 MSPACCB WARNING PLACARD ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 WARNING PLACARDS -1 PL-01 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN ! ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LABEL LOCATION DC DISCONNECT,INVERTER [To be used when inverter is ungrounded] WARNING! ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING LABEL LOCATION AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC 690.13(B) ! WARNING-ELECTRIC SHOCK HAZARD NO USER SERVICEABLE PARTS INSIDE CONTACT AUTHORIZED SERVICE PROVIDE FOR ASSISTANCE LABEL LOCATION INVERTER, JUNCTION BOXES(ROOF), AC DISCONNECT WARNING:PHOTOVOLTAIC POWER SOURCE LABEL LOCATION CONDUIT, COMBINER BOX PER CODE: CEC690.31(G)(3) LABEL LOCATION AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC 690.54 RATED AC OPERATING CURRENT AC NOMINAL OPERATING VOLTAGE 9.68 240 AMPS AC VAC PHOTOVOLTAIC SYSTEM AC DISCONNECT SWITCH LABEL LOCATION POINT OF INTERCONNECTION PER CODE: CEC 705.12(B)(2)(3)(b) WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVER-CURRENT DEVICE CAUTION: SOLAR CIRCUIT LABEL LOCATION MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES AND CABLE ASSEMBLES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUNCTION BOXES. PER CODE: CEC690.31(G)(3) SOLAR DISCONNECT LABEL LOCATION DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC690.31(B) CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED LABEL LOCATION PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERATED WITH THE SERVICE PANEL CLOSED. PER CODE: CEC690.15 ,690.13(B) 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 LABEL LOCATION AC DISCONNECT, DC DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC690.56(C)(1)(a) !!CAUTION:MULTIPLE SOURCES OF POWER NOTES: ALL PLACARDS SHALL BE OF WEATHER PROOF CONSTRUCTION, BACKGROUND ON ALL PLACARDS SHALL BE RED WITH WHITE LETTERING U.O.N. PLACARD SHALL BE MOUNTED DIRECTLY ON THE EXISTING UTILITY ELECTRICAL SERVICE. FASTENERS APPROVED BY THE LOCAL JURISDICTION LABEL LOCATION SERVICE PANEL PER CODE: CEC 705.10 513 S EVERGLADE ST, SANTA ANA, CA 92704 SYSTEM UTILIZES MICRO-INVERTERS LOCATED UNDER EACH SOLAR MODULE LABEL LOCATION POINT OF INTERCONNECTION PER CODE: CEC705.12(B)(3-4) AND 690.59 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM ! RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM LABEL LOCATION INVERTER PER CODE: CEC 690.56(C)(3) SOLAR PHOTOVOLTAIC ARRAYS ON ROOF (E)UTILITY METER WITH (N) MAIN SERVICE PANEL (N) AC DISCONNECT (N) ENPHASE COMBINER 4 513 S Everglade Ave12/20/22 SPEC SHEET ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 MODULE SPEC SHEET SS-01 513 S Everglade Ave12/20/22 SPEC SHEET ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 INVERTER SPEC SHEET SS-02 513 S Everglade Ave12/20/22 SPEC SHEET ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 COMBINER SPEC SHEET SS-03 513 S Everglade Ave12/20/22 SPEC SHEET ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 MOUNT SPEC SHEET SS-04 513 S Everglade Ave12/20/22 09/26/2022 Design Criteria Code 2019 California Building Code (ASCE 7-16) Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 95 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 0 psf If you have any questions on the above, please do not hesitate to call. Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 RE: Structural Certification for Installation of Residential Solar CECILIA TORRES:513 S EVERGLADE ST, SANTA ANA, CA 92704 Attn: To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle roofing over roof plywood supported by 2X4 Rafters at 24 inches. The slope of the roof was approximated to be 20 degrees and the allowable maximum rafter span is 6 feet between supports. After review of the field observation data and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Structural Letter for PV Installation Date: 09/26/2022 Job Address: 513 S EVERGLADE ST SANTA ANA, CA 92704 Job Name: CECILIA TORRES Job Number: 220926CT Scope of Work Table of Content Sheet 1 Cover 2 Attachment Uplift checks 3 Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2019 California Building Code (ASCE 7-16) Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V 95 mph Exposure C References NDS for Wood Construction Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Wind Load Cont. 95 mph ASCE 7-16 Figure 26.5-1B C 1.0 ASCE 7-16 Sec 26.8.2 0.85 ASCE 7-16 Table 26.10-1 0.85 ASCE 7-16 Table 26.6-1 1.00 ASCE 7-16 Table 26.9-1 16.65 psf 20.0 Degrees 1.5 Conservatively assuming all exposed 0.8 conservatively assuming 10 ft2 effective area Uplift (W)Zone(1) Zone(2r) Zone(2e)Zone(3) Fig. 30-3-2 GCp=-2.1 -2.6 -2.7 -2.7 Eq. 29.4-7 P=qh(GCp)(γE)(γa)=-41.95 -51.94 -53.93 -53.93 GCp=0.3 Figure 30.3-2 P=qh(GCp)(γE)(γa)=4.49 Equation 29.4-7 Rafter Attachments: 0.6D+0.6W (CD=1.6) Connection Check Attachment max. spacing= 6 ft 5/16"X4.75"Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A - NDS 2.5 in DFL Assumed Prying Coefficient 1.4 Allowable Capacity= 760 lbs Zone Trib Width Area (ft) Uplift (lbs) Down (lbs) Zone(1) 6 16.5 333.7 123.7 Zone(2r) 6 16.5 407.9 123.7 Zone(2e) 6 16.5 422.7 123.7 Zone(3) 6 16.5 422.7 123.7 Conservative Max= 422.7 < 760 CONNECTION IS OK Risk Category = KZ = Kd = Ke = 2.Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. II V= Exposure = 1.Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs γE= γa= KZt = qh= 0.00256KzKztKdKeV2 = Pitch = Lag Screw Penetration projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Vertical Load Resisting System Design Roof Framing Rafters Snow Load Fully Exposed pg= 0 psf Ct = 1.1 Ce = 0.9 Is = 1.0 pf = 0 psf pfmin. = 0.0 psf ps = 0 psf Conservatively (Cs=1) 0 plf Max Length, L = 6.0 ft (Rafter maximum Allowable Horizontal Span) Tributary Width, WT = 24 in Dr = 10 psf 20 plf PvDL = 3 psf 18 plf Load Case: DL+0.75(0.6W+S) 0.75(Pnet+Ps)+ Ppvcos(θ)+PDL= 42 plf Mdown= 189 lb-ft Mallowable = Sx x Fb' (wind)= 456 lb-ft > 189 lb-ft OK Load Case: DL+S Ps+ Ppvcos(θ)+PDL= 38 plf Mdown= 171 lb-ft Mallowable = Sx x Fb' (wind)= 456 lb-ft > 171 lb-ft OK Load Case: DL+0.6W Pnet+ Ppvcos(θ)+PDL= 43.4 plf Max Moment, Mu= 195 lb-ft Mallowable = Sx x Fb' (wind)= 634 lb-ft > 195 lb-ft OK Pv max Shear= 123.7 lbs Shear, Vu=wL/2+Pv Point Load = 238 lbs Max Shear, Vu=wL/2+Pv Point Load = 238 lb Member Capacity DF-L No.2 2X4 CL CF Ci Cr KF φ λ Fb = 900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi Fv = 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A 1600000 psi Emin = 580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi Depth, d = 3.5 in Width, b = 1.5 in Cross-Sectonal Area, A = 5.25 in2 Moment of Inertia, Ixx = 5.35938 in4 Section Modulus, Sxx = 3.0625 in3 Allowable Moment, Mall = Fb'Sxx = 396.2 lb-ft DCR=Mu/Mall = 0.42 < 1 Satisfactory Allowable Shear, Vall = 2/3Fv'A = 630.0 lb DCR=Vu/Vall = 0.38 < 1 Satisfactory Design Value Adjusted Value projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 Siesmic Loads Check Roof Dead Load 10 psf % or Roof with Pv 33% Dpv and Racking 3 psf Average Total Dead Load 10.4 psf Increase in Dead Load 3.6% OK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -CECILIA TORRES. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. projects@evengineersnet.com http://www.evengineersnet.com 513 S Everglade Ave12/20/22 A MS P AC CB A A A A A A A VICINITY MAP ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:9/23/2022 SCALE:AS NOTED REV:A AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 APPLICABLE CODES COVER PAGE T-01 SCALE:1"=20'-0" 1.MODULES ARE LISTED UNDER UL 61730 AND CONFORM TO THE STANDARDS. 2.INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3.DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4.WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 5.ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6.ALL CONDUCTORS SHALL BE 600V, 75°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7.WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8.THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9.ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10.PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING GENERAL NOTES SHEET CATALOG INDEX NO. DESCRIPTION T-01 COVER PAGE S-01 MOUNTING DETAIL S-02 STRUCTURAL DETAIL E-01 SINGLE LINE DIAGRAM PL-01 WARNING PLACARDS SS SPEC SHEET(S) SITE PLAN LAYOUT CECILIA TORRES - 3.200kW DC, 2.320kW AC, CEC AC RATING:2.883kW ENGINEERING SCOPE OF WORK 1.ILLUMINE INDUSTRIES INC. HAS ONLY PROVIDED DRAFTING SERVICES FOR THE PERMIT DRAWINGS. NO ACTUAL ENGINEERING WORK, ENGINEERING REVIEW OR ENGINEERING APPROVAL HAS BEEN CONDUCTED BY ILLUMINE INDUSTRIES INC UNLESS NOTED OTHERWISE. 2.WHEN A PROFESSIONAL ENGINEER APPROVES AND SEALS THE DESIGN FOR COMPONENTS OF THEIR RESPECTIVE DISCIPLINE (STRUCTURAL/ELECTRICAL) SHOWN ON THESE PERMIT DRAWINGS, HE/SHE: a. TAKES FULL DIRECT CONTROL OF THE ENGINEERED DESIGN b.IS GIVEN ACCESS TO PERSONALLY SUPERVISE AND RECTIFY ANY ASPECT OF THE ENGINEERED DESIGN c.HAS FULLY ACCEPTED RESPONSIBILITY FOR THE ENGINEERED DESIGN GENERAL SYSTEM INFORMATION: SYSTEM SIZE: 3200W DC, 2320W AC,CEC RATING: 2883W MODULES: (8)HANWHA Q CELL QPEAK DUO BLK ML-G10 400W INVERTER: (8)ENPAHSE IQ8PLUS-72-2-US(240V)(SI-1) BRANCH DETAILS: 1X8 ENPHASE BRANCH SCOPE OF WORK (E)UTILITY METER WITH (N) MAIN SERVICE PANEL CONDUIT RUN PHOTOVOLTAIC ARRAY ON THE ROOF STRING CONFIGURATION BRANCH DETAILS A 8 MODULES (N) AC DISCONNECT 105' 65' 105' 5' 15' 7' 17' (N) ENPHASE COMBINER 4 DETACHED STRUCTURE PROPERTY LINE GATE GATE DRIVE WAY S E V E R G L A D E S T ·ELECTRIC CODE:CEC 2019 ·FIRE CODE:CFC 2019 ·BUILDING CODE:CBC 2019 ·RESIDENTIAL CODE:CRC 2019 3' FIRE SETBACK 1'-6" FIRE SETBACK Structural Only BLDG# 101112797 ISS. 12/01/2022 ELEC# 20177987 ISS. 12/01/2022 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. 513 S Everglade Ave 12/20/22 A MS P AC CB A A A A A A A VICINITY MAP ADDRESS:513 S EVERGLADE ST, SANTA ANA, CA 92704 33.740912, -117.904046 APN:109-78-142 CUSTOMER INFORMATION NAME:CECILIA TORRES DATE:11/4/2022 SCALE:AS NOTED REV:B AHJ:CA - CITY OF SANTA ANA UTILITY:SCE PRN NUMBER:MAS-64170 DRAFTED BY: M.SAILESH QC'ED BY:H.RAJ PAPER SIZE:17"X11" SOLARPLEX LLC Dba MARAVILLA CONSTRUCTION License#:1056065 5902 FIRESTONE BLVD SOUTH GATE, CA 90280 TEL:(562) 806-6000 FAX:(562) 806-4006 APPLICABLE CODES COVER PAGE T-01 SCALE:1"=20'-0" 1.MODULES ARE LISTED UNDER UL 61730 AND CONFORM TO THE STANDARDS. 2.INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3.DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4.WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 5.ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6.ALL CONDUCTORS SHALL BE 600V, 75°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7.WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8.THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9.ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10.PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING GENERAL NOTES SHEET CATALOG INDEX NO. DESCRIPTION T-01 COVER PAGE S-01 MOUNTING DETAIL S-02 STRUCTURAL DETAIL E-01 SINGLE LINE DIAGRAM PL-01 WARNING PLACARDS SS SPEC SHEET(S) SITE PLAN LAYOUT CECILIA TORRES - 3.200kW DC, 2.320kW AC, CEC AC RATING:2.883kW ENGINEERING SCOPE OF WORK 1.ILLUMINE INDUSTRIES INC. HAS ONLY PROVIDED DRAFTING SERVICES FOR THE PERMIT DRAWINGS. NO ACTUAL ENGINEERING WORK, ENGINEERING REVIEW OR ENGINEERING APPROVAL HAS BEEN CONDUCTED BY ILLUMINE INDUSTRIES INC UNLESS NOTED OTHERWISE. 2.WHEN A PROFESSIONAL ENGINEER APPROVES AND SEALS THE DESIGN FOR COMPONENTS OF THEIR RESPECTIVE DISCIPLINE (STRUCTURAL/ELECTRICAL) SHOWN ON THESE PERMIT DRAWINGS, HE/SHE: a. TAKES FULL DIRECT CONTROL OF THE ENGINEERED DESIGN b.IS GIVEN ACCESS TO PERSONALLY SUPERVISE AND RECTIFY ANY ASPECT OF THE ENGINEERED DESIGN c.HAS FULLY ACCEPTED RESPONSIBILITY FOR THE ENGINEERED DESIGN GENERAL SYSTEM INFORMATION: SYSTEM SIZE: 3200W DC, 2320W AC,CEC RATING: 2883W MODULES: (8)HANWHA Q CELL QPEAK DUO BLK ML-G10 400W INVERTER: (8)ENPAHSE IQ8PLUS-72-2-US(240V)(SI-1) BRANCH DETAILS: 1X8 ENPHASE BRANCH SCOPE OF WORK (E)UTILITY METER WITH (N) MAIN SERVICE PANEL CONDUIT RUN PHOTOVOLTAIC ARRAY ON THE ROOF STRING CONFIGURATION BRANCH DETAILS A 8 MODULES (N) AC DISCONNECT 105' 65' 105' 5' 15' 7' 17' (N) ENPHASE COMBINER 4 DETACHED STRUCTURE PROPERTY LINE GATE GATE DRIVE WAY S E V E R G L A D E S T ·ELECTRIC CODE:CEC 2019 ·FIRE CODE:CFC 2019 ·BUILDING CODE:CBC 2019 ·RESIDENTIAL CODE:CRC 2019 3' FIRE SETBACK 1'-6" FIRE SETBACK 6' 6' B 513 S Everglade Ave12/20/22 513 S Everglade Ave12/20/22 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 513 S Everglade Ave Santa Ana Ca 92704 SolarPlex LLC dba Maravilla Solar 1056065 Chris Vega 714-728-5185 11/01/2022 chris@maravillasolar.com 513 S Everglade Ave12/20/22 -.e Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)647-5800 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2019 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for existing one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Rigid New service Conduit location may NOT Service Entrance be under a patio Conductor fl cover structure. Riser -SCE METER PC��I�C�P ' Future Underground Service Lateral A surface -mounted combination service rquires no raceway provision for future underground feed. When new service is semi -flush or flush mounted, a 3 inch rigid raceway is needed. Cap straight stub - out at a depth of 12 inches below grade. A sweep is capped at 30 inches below grade. Rev. 1/21/2020 wwwsanta-ana.org/pba/ Page 1 of 1