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HomeMy WebLinkAbout1226 W Walnut St - PlanDigitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: SE@mcpe.group 9/6/22 9/6/22 22‐13412 Mobile: (909) 566‐0066 Structural Analysis Report For Photovoltaic System  Addition to Existing Structure At The Espinoza Residence 1226 W Walnut St Santa Ana, CA  92703 Designed in Accordance with CBC 2019, ASCE 7‐16, NDS 2018 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 9/6/2022  4:50 PM 1 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 9/6/2022  4:50 PM 2 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 Location: 1226 W Walnut St Santa Ana, CA 92703 Existing Structure Info: Number of Stories = 1 Aroof = 2300 sq. ft. Roof Square Footage A3rd_flr = 0 sq. ft. Third Floor Square Footage (if applicable) A2nd_flr = 0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.297 S1 = 0.462 Exposure Category = C Ult. Wind Speed = 110 m.p.h. P.V. Array Info: Model = SEG‐400‐BMB HV Height of Panel = 69.09 in. Width of Panel = 40.87 in. Area of Panel = 19.6 ft.2 Number of New Panels = 35 Number of Exis. Panels = 0 Total Area of Array = 686.3 ft.2 Spacing of Anchors = 6.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7‐27 deg Project Info 33.719013 ‐117.015608 9/6/2022  4:50 PM 3 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 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.2x Rafter/Truss Framing 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 2x 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 = 2.7 p.s.f. weight of panels including rack system DLr1_proposed = 16.7 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 18.7 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) = 78.2 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 66.3 kips Proposed Load Demand Wprop - Wex  = ‐15.19% Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! 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 Gravity Loads 9/6/2022  4:50 PM 4 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 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 = 1.30 Short Period P.G.A. S1 = 0.46 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 = 1.56 Short Period M.C.E. Per Eq. 11.4‐1 SM1 = SD1 Fv = 0.79 1‐Sec Period M.C.E. Per Eq. 11.4‐2 SDS = 2/3 (SMS) = 1.04 Short Period Design Parameter Per Eq 11.4‐3 SD1 = 2/3 (SM1) = 0.52 1‐Sec Period Design Parameter Per Eq 11.4‐4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8‐7 hn = 15 ft Ct = 0.02 (per table 12.8‐2) x =  0.75 (per table 12.8‐2) T = 0.15 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 = 0.16 Seismic Response Coefficient Per Eq. 12.8‐2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 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 = 0.04 Min. Seismic Response Coefficient Per Eq. 12.8‐6 if S 1 ≥ 0.6g CS = 0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting = 36.8 kips Weight of Existing Structure Wpanels = 1.8 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 5.9 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.3 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x  =  5.02% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 9/6/2022  4:50 PM 5 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult = 110 mph Kzt = 1.00 (sec 26.8.2) h = 15 ft Exposure Category = C Kz =  0.85 (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 V 2 qh = 22.38 (eq. 26.10‐1) GPp = ‐2 uplift γE = 1.5 (sec 29.4.4) γa = 0.71 (fig 29.4‐8) γE = 1.5 FIG 29.4‐7)γc = 0.95 (fig 29.4‐7) hpt = 0 γa = 0.71 (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 = ‐47.3 p.s.f.p = 40.0 p.s.f. Check Anchorage to Existing Structure 0.6DL  ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.7 p.s.f.dead load of panel (inlcuding rack system) W =  47.3 p.s.f.wind load normal to face of panel Arealag = 17.3 sq. ft.area tributary to each anchor SPanc = 6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 462.7 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 Wlag = 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 = 1 number of screws in withdrawal Pallow = Penlag (Wlag CD  Ct) * Noscrews = 851.2 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (1) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.54 < 1.00 Anchor is OK! Wind Uplift Anchorage = Flush Mounted Panels  ‐ ASCE Section 29.4.4 (where applicable) Flat Roof Panels  ‐ ASCE Section 29.4.3 (where applicable) 9/6/2022  4:50 PM 6 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 McPherson Engineering By: L.Z. Date: 9/6/22 Gravity Loads: DEMAND DECREASED BY 15.19% = OK! Lateral Loads: DEMAND INCREASED  BY 5.02% < 10% = OK! Anchorage: DEMAND OF 462.7LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 9/6/2022  4:50 PM 7 of 7 ©McPherson Engineering 1226 W Walnut St 04/10/23 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 1226 W Walnut St Santa Ana CA 92703 American Solar Advantage 1009565           Bobby Harris (877) 765-2388 permitting@asa.solar 09/07/22 1226 W Walnut St 04/10/23 September 22, 2022 To whom it may concern: I, Bertoldo Espinoza, I authorize American Solar Advantage (ASA) as my applicant and contractor to pull and sign all req uired solar permits along with the solar installation on my property located on 1226 W Walnut S t, Santa Ana, CA, 92703. If you have any q uestions, please contact Proj ect M anager, Nicholas Casas, with American Solar Advantage at (877) 765-2388 ext. 839. Best, �2y;r- Bertoldo Espinoza Bertn1161@gmail.com | (714) 605-2629 122 6 W Walnut St Santa Ana, CA 92703 1226 W Walnut St 04/10/23 BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y SINGLE LINE DIAGRAM PV4 PV MODULE RATING @ STC MANUFACTURER MAX. POWER-POINT CURRENT (IMP) MAX. POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) 12.99 AMPS 30.81 VOLTS 37.12 VOLTS 13.60 AMPS NOM. MAX. POWER AT STC (PMAX) MAX. SYSTEM VOLTAGE VOC TEMPERATURE COEFFICIENT 400 WATT 1000V -0.27° %/°C SYSTEM SIZE: 14.000 kW DC 11.400 kW CEC AC MODULE:(35) SEG SOLAR SEG-400-BMD-HV[400W] INVERTER:(01) SOLAREDGE SE 11400H-US[240V] SEG SOLAR SEG-400-BMD-HV[400W] WIRE QTY WIRE TAG #CONDUIT WIRE TYPE CONDUIT FILL: TEMP RATING: WIRE AMP TEMP DE-RATE: WIRE OCP: MAX SYSTEM VOLTAGE GRND SIZE WIRE GAUGE: TERMINAL 75°C RATING: x x = 38.40A 35A90°C 35Ax x = 24.32A90°C 85Ax x = 79.90A75°C 40A #10 40A #10 85A #4 3/4" EMT 1" EMT WIRE FROM - - JUNCTION BOX TO INVERTER INVERTER TO MSP ARRAY TO JUNCTION BOX1 2 3 PV WIRE THWN-2 THWN-2 6 0.80 3 1.00 IN AIR GRND WIRE TYPE 480V 480V 240V #6 #8 #8 SBC THWN-2 THWN-2 0.96 0.76 0.94 6 NA OPTIMIZER OUTPUT CURRENT NEC:MAX AMPS x =1.25 18.75A x =1.25 18.75A x =1.25 59.38A 47.5A x = 15A 15A INVERTER CHARACTERISTICS - SOLAREDGE SE 11400H-US MAX OUTPUT POWER 11400 W SYSTEM OPERATING VOLTAGE 400 V MAX CONTINOUS OUTPUT CURRENT 47.5 A MAX INPUT VOLTAGE 480 V SYSTEM SHORT CIRCUIT CURRENT 15 A MAX EFFICIENCY 99 % G N EXISTING GROUNDING ELECTRODE SYSTEM 200A M 60A (E) LOADS G N (N) LOCKABLE BLADE TYPE NON-FUSIBLE AC DISCONNECT NEMA 3R 60A-2P 120/240VAC POINT OF INTERCONNECT, LOAD SIDE NEW 240V/225A BUS BAR RATING, MAIN SERVICE PANEL, SINGLE PHASE, WITH A 200A MAIN DISCONNECT UTILITY COMPANY - SCE UTILITY METER# 305 946 200 3 3 (N) PV BREAKER MANUFACTURER DC INPUT POWER 440 W SOLAREDGE S440 DC MAX INPUT VOLTAGE DC MAX INPUT CURRENT DC MAX OUTPUT CURRENT 60V 14.5A 15A OPTIMIZER SPECIFICATIONS THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) AC OUTPUT CURRENT NOMINAL AC VOLTAGE 240V 53A 120% RULE BUS BAR RATING X 120%) - MAIN BREAKER RATING = MAX. PV OCPD (225A x 120%) - 200 = 70A Rooftop conductor ampacities designed in compliance with art. 690.8, Tables 310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9. Location specific temperature obtained from ASHRAE 2017 data tables AMBIENT TEMP (HIGH TEMP 2%) RECORD LOW TEMP 2°C 31°C CONDUIT HEIGHT 0.5" ROOF TOP TEMP 53°C CONDUCTOR TEMPERATURE RATE 90°C 1 = ACDC 2 - + + - + ++- - - = = = = = = - + 2 111 - + + - + ++- - - = = = = = = - + 2 121 - + + - + ++- - - = = = = = = - + 2 121 (N) JUNCTION BOX 600 V, NEMA 3R UL LISTED (N) SOLAREDGE SE 11400H-US[240V] INVERTER OUTPUT: 240VAC, 47.5A, RATED POWER 11400W 99% CEC WEIGHTED EFFICIENCY NEMA 3R, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT (N) SOLAREDGE S440 OPTIMIZER(S) 35 NEW SEG SOLAR SEG-400-BMD-HV[400W] MODULES WITH SOLAREDGE OPTIMIZER MOUNTED ON THE BACK OF EACH MODULES. 1226 W Walnut St 04/10/23 BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN NOTES 1. CEC ARTICLES 690 AND 705 AND CRC SECTION R331 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING B. RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK C. ARIAL FONT 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR SCREWS. 5. THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. 6. WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(B) FIELD MARKING]. 7. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.3] (UNLESS BUSBAR IS FULLY RATED) (CEC 705.12) WHITE LETTERS WITH RED BACKGROUND A C CEC 690.15, 690.13(B) BLACK TEXT WITH YELLOW BACKGROUND SUB PANEL M CEC 690.54 WHITE LETTERS WITH RED BACKGROUND CEC 690.13(B) WHITE LETTERS WITH RED BACKGROUND ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT BLACK OUTLINE WITH BLACK TEXT / WARNING IS IN BLACK TEXT AND ORANGE BACKGROUND CEC 690.17(E) CEC 690.56 (C)(3) WHITE LETTERS WITH RED BACKGROUND CEC 690.13.G.3 & CEC 690.13.G.4 WHITE LETTERS WITH RED BACKGROUND ARRAY J/B CEC 690.31(G)(3)(4) & CEC 690.13(G)(4) TO BE PLACED AT LEAST EVERY 10FT WHITE LETTERS WITH RED BACKGROUND TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS CEC 705.12 BLACK LETTERS WITH ORANGE BACKGROUND CEC 690.56(C)(1)(A) BLACK OUTLINE WITH BLACK TEXT AND WHITE BACKGROUND / NOTE ON TOP IS IN BLACK TEXT AND YELLOW BACKGROUND WARNING: PHOTOVOLTAIC POWER SOURCE SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN ! WARNING THIS EQUIPMENT FEED BY MULTIPLE SOURCES.TOTAL RATING OF ALL OVERCURRENT DEVICE,SHALL NOT EXCEED AMPACITY OF BUSBAR PV SUB PANEL ONLY WARNING! SOLAR DISCONNECT WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: Electrical Shock Hazard No user serveable parts inside contact authorized service provider for assistance PV5 SIGNAGE PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 47.5 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS MSP MTR ACD INVYOU ARE HERE SERVICE PANEL AC DISCONNECT FOR UTILITY OPERATION (RAPID SHUTDOWN DEVICE) INVERTER SOLAR PV ARRAY W W A L N U T S 1226 W Walnut St 04/10/23 BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y MICRO /OPTIMIZER MAP PV6 INTERNAL USE ONLY 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y SOLAR PHOTOVOLTAIC SYSTEM NOTES: 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2019 CA BUILDING CODE, PART 2 2019 CA RESIDENTIAL CODE PART, 2.5 2019 CA MECHANICAL CODE, PART 4 2019 CA ELECTRICAL CODE, PART 3 2019 CA PLUMBING CODE, PART 5 2019 CA EXISTING BUILDING CODE, PART 10 2019 CA GREEN BUILDING STANDARDS CODE, PART 11 2019 CA REFERENCE STANDARDS CODE, PART 12 2019 CA FIRE CODE 2. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION'S INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 690.4(D)] 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 5. PAINT PV CONDUIT TO MATCH THE DWELLING EXTERIOR. 6. CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC SYSTEM. (E) FENCE SCALE: NTS 3 VICINITY MAP PV 1 INDEX OF SHEETS RM PV1 PV2 PV3 PV4 PV5 PV6 TITLE SHEET - SITE PLAN & NOTES ROOF PLAN STRUCTURAL DETAILS SINGLE LINE DIAGRAM (S.L.D.) SIGNAGE INSTALLER OPTIMIZER/ MICROINVERTER MAP CONCRETE COMP SHINGLE SITE INFORMATION 1 STORY ROOF: SCOPE OF WORK (35) SEG SOLAR SEG-400-BMD-HV[400W] PURE PV MODULES (01) SOLAREDGE SE 11400H-US[240V] [S|1] INVERTERS (N) 225A MAIN SERVICE PANEL DESIGN CRITERIA SINGLE FAMILY RESIDENCE OCCUPANCY: R-3, U CONSTRUCTION TYPE: VB WIND SPEED: 110 MPH EXPOSURE CATEGORY: C MIN STANDOFF HEIGHT OF: 6" CONDUIT:3/4" FIRE SPRINKLER: NO LAT & LONG. : 33.74428, -117.88405 SNOW LOAD: 0 SYSTEM FIRE RATING CLASS A WHEN TYPE I OR II PV MODULE USED PER R902.3 OR R904.4 ROOF AREA: 2377 SQ.FT. PV ARRAY AREA: 735.52 SQ.FT. NOTES EXTERIOR CONDUIT MAY NOT BE INSTALLED WITHIN ANY REQUIRED PATHWAY TO THE RIDGE AND SHALL NOT BE INSTALLED WITHIN ANY REQUIRED SETBACK AT THE RIDGE NO INTERIOR CONDUIT SHALL BE INSTALLED WITHIN ANY REQUIRED SETBACK AT THE RIDGE. SCALE: 1/16" 1 PLOT PLAN PV 1 TITLE SHEET- SITE PLAN & NOTES PV1 MSP ACDMTR INVMAIN SERVICE PANEL & METER (N) 60A AC DISCONNECT VISIBLE BLADE,LOCKABLE TYPE (N) INVERTER W WALNUT S FRONT OF HOUSE JB FMC USED FOR ROOF CONDUIT RUNS,EMT USED FOR EXTERNAL CONDUIT RUNS (N) ROOF MOUNTED PV SOLAR MODULES PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E (E ) D R I V E W A Y (E) MAIN RESIDENCE (E) SHED ***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.*** Bldg permit #101113590 Elect permit #20178524 - Approved on 3/30/23 by M. Smith Issued on 4/7/23 1226 W Walnut St 04/10/23 44.64" MODULE WIDTH 67 . 7 9 " MO D U L E HE I G H T BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y KEY LEGEND: MAIN SERVICE PANEL GAS METER INVERTER AC DISCONNECT DC DISCONNECT SUB PANEL MANUAL TRANSFER SWITCH = PV CONDUIT RUN = (N) SOLAR MODULE (E) SOLAR MODULE 3' FIRE SETBACKS 18" FIRE SETBACKS ROOF SYMBOLS: DORMER ATTIC VENT ATTACHMENT CHIMNEY ROOF PVC VENT ROOF T-VENT FLAT O'HAGINS VENT = = = 36" FSB 18" FSB = = = = = = HEAT EXCHANGE VENT = TURBINE ATTIC VENT OVERHEAD UTILITY FEED = = ROUND ATTIC VENT ROUND SKY LIGHT = = RECTANGLE SKY LIGHT = AC UNIT = SATELLITE DISH = = = = = = = PV ONLY IQ AC COMBINER JUNCTION BOX (READILY ACCESSIBLE) SMART SWITCH (MID) GENERATOR AUTOTRANSFER SWITCH = = = = = MSP INV IQC ACD ESS BACKUP INTERFACE (ESS) = GATEWAY (ESS) BI DCD SUB JB UTILITY PRODUCTION METER BATTERY (ESS)MID GEN ATS MTS GTW NOTES EXTERIOR CONDUIT MAY NOT BE INSTALLED WITHIN ANY REQUIRED PATHWAY TO THE RIDGE AND SHALL NOT BE INSTALLED WITHIN ANY REQUIRED SETBACK AT THE RIDGE NO INTERIOR CONDUIT SHALL BE INSTALLED WITHIN ANY REQUIRED SETBACK AT THE RIDGE. = = = MTR Total roof area(sq.ft.): Total array area(sq.ft.): Array percentage: 2377 735.52 30.94%PV2 ROOF PLAN ARRAY 1 SCALE: 3/32" 1 SITE PLAN PV 2 MAIN SERVICE PANEL & METER (N) 60A AC DISCONNECT VISIBLE BLADE,LOCKABLE TYPE (N) INVERTER W WALNUT S FRONT OF HOUSE MSP ACDMTR INV AZIMUTH ARRAY TILT MODULE QUANTITY ROOF DATA 1 25° 180° 8 2 270° 16 3 90° 11 ARRAY 2 ARRAY 3 25° 25° 18" FIRE SETBACK 18" FIRE SETBACK 1 8 " F I R E S E T B A C K 1 8 " F I R E S E T B A C K 36 " F I R E S E T B A C K 36" FIRE SETBACK JB FMC USED FOR ROOF CONDUIT RUNS,EMT USED FOR EXTERNAL CONDUIT RUNS This item has been digitally signed and sealed on 09/06/2022 1226 W Walnut St 04/10/23 BE R T O L D O E S P I N O Z A 1 2 2 6 W W A L N U T S T , , SA N T A A N A , C A 9 2 7 0 3 PH O N E : ( 7 1 4 ) 6 0 5 - 2 6 2 9 AP N : 0 0 8 2 2 5 0 6 AM E R I C A N S O L A R A D V A N T A G E 1 3 3 4 8 M O N T E V I S T A A V E CH I N O , C A 9 1 7 1 0 (8 7 7 ) 7 6 5 - 2 3 8 8 CS L B - C 1 0 # 1 0 0 9 5 6 5 BO B B Y D H A R R I S PH O T O V O L T A I C S Y S T E M P L A N 1 4 . 0 0 0 k W D C , 1 1 . 4 0 0 k w A C DA T E : 0 8 / 2 2 / 2 0 2 2 P L O T T E D : 8 / 2 3 / 2 0 2 2 DE S I G N E R : N . Y . A H J : M O R E N O V A L L E Y (N) SOLAR MODULES PV ROOF ATTACHMENT (SEE DETAIL TO THE LEFT) UNIRAC (RACKING SYSTEM) 2X4 FRAMING @ 24" O.C. TYP. 6' MAX 2 2' O.C. PARTIAL ROOF FRAMING PLAN NOT TO SCALE 3' MIN 1 8 " MI N . 1 ATTACHMENT DETAIL NOT TO SCALE STRUCTURAL DETAILS PV3 MODULE MODULE WEIGHT (LBS) MODULE AREA (FT²) # OF MODULES TOTAL PV SYSTEM WEIGHT (LBS) LOADING PER STANDOFF (PSF) TOTAL AREA (FT²) LOADING (PSF) 47.39 35 1658.7 63.00 334.24 2.76 21.01 SNAPNRACK ULTRA RAIL 92 L FOOT SHOWN. COMPATIBLE WITH ULTRA RAIL ALL PURPOSE 90 L FOOT MODULE HEIGHT OFF ROOF, RANGE: UR-40: 31 UR-60: 41 2" - 4/12" 8" - 5/18" L-FOOT TO BASE ATTACHMENT DOWNSLOPE FROM ROOF PENETRATION FLASHING SHIELDS ENTIRE ROOF PENTRATION 5 SNAPNRACK ULTRA RAIL 16" LAG SCREW S.S. COMP SHINGLE ROOFING, TYP. ROOF DECKING, TYP. WOOD RAFTER SHOWN, SIMILAR AT OTHER STRUCTURAL MEMBER TYPES 21 2" MIN. EMBEDMENT INTO WOOD MEMBER This item has been digitally signed and sealed on 09/06/2022 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23 1226 W Walnut St 04/10/23