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HomeMy WebLinkAbout2229 S Cypress Ave - PlanRev: 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 ESP Contracting (B/C-10) 619149 x x x x x x x x x x Juan M Sanchez (424) 358 3768 permits@joinesp.com 2229 CYPRESS AVE 10.31.21 2229 Cypress Ave - 101112580-201778 10 11/04/22 Digitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: SE@mcpe.group 10/7/22 10/7/22 22-15847 Mobile: (909) 566-0066 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Loza Residence 2229 Cypress Ave Santa Ana, CA 92707 Designed in Accordance with CBC 2019, ASCE 7-16 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 10/7/2022 3:46 PM 1 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 10/7/2022 3:46 PM 2 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 Location: 2229 Cypress Ave Santa Ana, CA 92707 Existing Structure Info: Number of Stories = 1 Aroof = 1900 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 = 1.279 S1 = 0.458 Exposure Category = C Ult. Wind Speed = 110 m.p.h. P.V. Array Info: Model = CS3N-395 Height of Panel = 76.40 in. Width of Panel = 41.30 in. Area of Panel = 21.9 ft.2 Number of New Panels = 7 Number of Exis. Panels = 28 Total Area of Array = 766.9 ft.2 Spacing of Anchors = 4.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7-27 deg Project Info 33.716803 -117.866533 10/7/2022 3:46 PM 3 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition 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 = 8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 10.0 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 L = 188.0 ft Total length of walls Proposed Loads: Panels = 2.8 p.s.f. weight of panels including rack system DLr1_proposed = 10.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 12.8 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) = 53.2 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 40.0 kips Proposed Load Demand Wprop - Wex = -24.85% 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 10/7/2022 3:46 PM 4 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 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 = 1.28 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 = 1.53 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.78 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.02 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 = 30.3 kips Weight of Existing Structure Wpanels = 2.1 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 4.8 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 = 7.00% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 10/7/2022 3:46 PM 5 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 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 = 0.76 (fig 29.4-8) γE = 1.5 FIG 29.4-7)γc = 0.98 (fig 29.4-7) hpt = 0 γa = 0.76 (fig 29.4-8)γ p = 0.9 (fig 29.4-7)ω = 0.00 deg (panel tilt) GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γa (eq 29.4-7) p = qh (GCrn) γ E γC γp (eq 29.4-6) p = -50.9 p.s.f.p = 41.5 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 50.9 p.s.f.wind load normal to face of panel Arealag = 12.7 sq. ft.area tributary to each anchor SPanc = 4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 367.7 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 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.43 < 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) 10/7/2022 3:46 PM 6 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 McPherson Engineering By: L.Z. Date: 10/7/22 Gravity Loads: DEMAND DECREASED BY 24.85% = OK! Lateral Loads: DEMAND INCREASED BY 7.% < 10% = OK! Anchorage: DEMAND OF 367.7LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 4FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 10/7/2022 3:46 PM 7 of 7 ©McPherson Engineering 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 2229 Cypress Ave - 101112580-201778 10 11/04/22 30A-2P 20A-2P EXISTING 100A PV LOAD CENTER EXISTING PV SOLAR SYSTEM EXISTING J-BOX NEMA3R +- DC DC EXISTING STRING (20) Kyocera KU265-6ZPA 265WATT SOLAR MODULES C EXISTING CONDUIT EXISTING SOLAREDGE OPTIMIZER INTEGRATED DC DISCONNECT & AFCI AC DC EXISTING SOLAREDGE TECHNOLOGIES SE5000H-US (240V) HD WAVE INVERTER (E) LOCKABLE BLADE TYPE NON-FUSIBLE AC DISCONNECT NEMA 3R D 60A-2P 120/240VAC J-BOX NEMA3R 20A-2P 15A-2P S-ENVOY MONITOR +- DC AC BA NEW 80A ENPHASE IQ COMBINER 3 BOX PV LOAD CENTER X-IQ-AM1-240-3-ES (W-/ INTEGRATED MONITORING) NEMA 3R BRANCH CIRCUIT 1: (7) CSI SOLAR CO. LTD (CSI SOLAR CS3N-395MS[BLK]) 395 WATT SOLAR MODULES PAIRED WITH (7) 240 WATT (IQ7A-72-2-US) MICROINVERTERS 20A-2P EXISTING J-BOX NEMA3R +- DC DC EXISTING STRING (8) LONGi LR6-60HPB-310M 310WATT SOLAR MODULES EXISTING CONDUIT EXISTING OPTIMIZER INTEGRATED AFCI AC DC EXISTING ABB PVI-3.0-OUTD-S-US-A INVERTER EXISTING CONDUIT EXISTING CONDUIT M 120/240 VAC SINGLE PHASE SERVICE (OVERHEAD) (E)GROUND EXISTING 200A MAIN BREAKER (END FED) EXISTING 225A MAIN PANEL 60A PV BREAKER INSTALLED AT OPPOSITE END OF BUSBAR FROM MAIN BREAKER 60A-2P 200A NO CENTER-FED MAIN BREAKER PV-5REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: ELECTRICAL CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: ELECTRICAL EVEREST INTEGRATED GROUNDING & LAY-IN LUGS ARE UL2703 LISTEDGROUNDING DETAIL scale: NTS RAILS MODULES EVEREST RAIL PV MODULE FRAME EVEREST GROUNDING PIERCES THROUGH ANODIZED COATINGS OF MODULE FRAMES AND RAILS EVEREST UNIVERSAL FASTENING OBJECT LAY-IN LUG TERMINAL AL/CU DUAL RATED (TIN PLATED CU) SS SET SCREW INCLUDED EVEREST RAIL #10-24 SS LOCK NUT 6 AWG BARE CU WIRE TE#10-24 X 3/4" SS HCS BOLT #10 SS EXTERNAL TOOTH LOCK (STAR) WASHER ALL TERMINALS ARE 75° CELSIUS RATED SOLAR PV CIRCUIT BREAKER MAIN SERVICE BUS RATING PER CEC 705.12(B)(2)(3)(b) 225A x 120% = 270A TOTAL BUS LOAD = (((E)21A)+((E)14.5A)+(N)(7 x 1.45A))x1.25 + 200A TOTAL SYSTEM TOTAL NUMBER OF MODULES 7 TOTAL NUMBER OF ENPHASE INVERTERS 7 SYSTEM NOTES: 1. ENPHASE IQ 7 / 7PLUS/ IQ7A MICROINVERTERS DO NOT REQUIRE GROUNDING ELECTRODE CONDUCTORS OR EQUIPMENT GROUNDING CONDUCTORS. THE MICROINVERTERS ITSELF HAS CLASS II DOUBLE-INSULATED RATING, WHICH INCLUDES GROUND FAULT PROTECTION. 2. ENPHASE Q CABLE HAS NO NEUTRAL WIRE - (2 WIRE DOUBLE INSULATED CABLING) 3. MODULES ARE BONDED TO RAIL. 4. RAILS ARE BONDED WITH UL 2703 RATED LAY-IN LUGS 5. SYSTEM IS UNGROUNDED 6. BARE COPPER IS TRANSITIONED TO THHN/THWN-2 VIA IRREVERSIBLE CRIMP; GEC TO BE CONTINUOUS PER CEC 250.64(C) 7. SUB-BRANCHES ARE CENTER-FED AT JBOX TO MAKE ONE TOTAL BRANCH CIRCUIT. 8. ENPHASE IQ ENVOY INSIDE IQ COMBINER REQUIRES A NEUTRAL TO BE LANDED AT THE NEUTRAL BUSS AT MAIN PANEL PER ENPHASE INSTALLATION INSTRUCTIONS. 9. ENPHASE MICROINVERTERS ARE ALL RAPID SHUTDOWN READY PER CEC 690.12 CONDUCTOR / CONDUIT SCHEDULE ∆ TAG CONDUCTOR CONDUCTOR SIZE NUMBER OF CONDUCTORS CONDUIT/CABLE TYPE CONDUIT SIZE A ENPHASE Q CABLE 12 AWG 2 FREE AIR N/A EGC/GEC: BARE COPPER 6 AWG 1 B LINE: THHN/THWN-2 10 AWG 2 EMT 3/4" EGC/GEC: THHN/THWN-2 8 AWG 1 C LINE: THHN/THWN-2 10 AWG 2 EMT 3/4"NEUTRAL: THHN/THWN-2 10 AWG 1 EGC/GEC: THHN/THWN-2 8 AWG 1 D LINE: THHN/THWN-2 6 AWG 2 EMT 3/4"NEUTRAL: THHN/THWN-2 6 AWG 1 EGC/GEC: THHN/THWN-2 8 AWG 1 ENPHASE Q CABLE TO BE ATTACHED TO RAIL MIN. 3-1/2" ABOVE ROOF SURFACE 2229 Cypress Ave - 101112580-201778 10 11/04/22 PV-6REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: CALCS CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: ELECTRICAL CALCULATIONS AC WIRE SIZING CALCULATIONS AT ARRAY Enphase QCable = 12 AWG, 30 A @90⁰C BRANCH CIRCUITS (Max Micro Inverter Output) x (Continuous Load)[210.19(A)(1)] x (# Micros In Branch Circuit)=1.45 A X1.25 X 7 12.69 A TOTAL AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table 310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.91 X 30 A X 1 27.30 A 12.69 A < 27.30 A Therefore 12 AWG/ Q CABLE is sufficient AFTER JBOX Wire = 10 AWG, 40 A @ 90⁰C BRANCH CIRCUITS (Max Micro Inverter Output) x (Continuous Load)[210.19(A)(1)] x (# Micros In Branch Circuit)=1.45 A X 1.25 X 7 12.69 A TOTAL AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table 310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.91 X 40 A X 1 36.40 A 12.69 A < 36.40 A Therefore 10 AWG is sufficient AC WIRE SIZING CALCULATIONS AFTER COMBINER BOX Wire = 10 AWG, 40 A @ 90⁰C MAX AC OUTPUT CURRENT (Σ of Micros in Branch Circuits ) x (Max Micro Inverter Output Current) x (Continuous Load)[210.19(A)(1)]7 X 1.45 A X 1.25 12.69 A TOTAL AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table 310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.91 X 40 A X 1 36.40 A 12.69 A < 36.40 A Therefore 10 AWG is sufficient OCPD CALCULATIONS MAX AC OUTPUT CURRENT (Σ of Micros in Branch Circuits ) x (Max Micro Inverter Output Current) x (Continuous Load)[210.19(A)(1)]7 X 1.45 A X 1.25 12.69 A 12.69 A ---> 20 A Overcurrent Protection AFTER LOAD CENTER Wire = 6 AWG, 75 A @ 90⁰C MAX AC OUTPUT CURRENT [Existing system #1 Output]+[Existing system #2 Output] + (Σ of Micros in Branch Circuits ) x (Max Micro Inverter Output Current) x (Continuous Load)[210.19(A)(1)] [((E)14.5A + (E)21A + (7x1.45A))x1.21]57.06 TOTAL AMPACITY (High Temp)[Table 310(B)(2)(A) x (Conductor Ampacity)[Table 310.15(B)(16)] x (Conduit Fill)[Table 310.15(B)(3)(a)]0.91 X 75 A X 1 68.25 57.06 A < 68.25 A Therefore 6 AWG is sufficient OCPD CALCULATIONS MAX AC OUTPUT CURRENT [Existing system #1 Output]+[Existing system #2 Output] + (Σ of Micros in Branch Circuits ) x (Max Micro Inverter Output Current) x (Continuous Load)[210.19(A)(1)] [((E)14.5A + (E)21A + (7x1.45A))x1.21]57.06 57.06 A ---> 60 A Overcurrent Protection INVERTER CHARACTERISTICS - ENPHASE IQ7A-72-2US MAX OUTPUT POWER 349 W SYSTEM OPERATING VOLTAGE 33/58 V MAX CONTINOUS OUTPUT CURRENT 1.45 A MAX INPUT VOLTAGE 58 V SYSTEM SHORT CIRCUIT CURRENT 13.26 A CEC MAX EFFICIENCY 97 % TEMPERATURE ADDERS CONDUIT TO BE INSTALLED MIN. OF 7 8" ABOVE ROOF HIGH TEMPERATURE 39 °C LOW TEMPERATURE -7 °C TEMP ADDER FOR ROOF RUN 0 °C TEMP ADDER FOR ATTIC RUN 7 °C SYSTEM CHARACTERISTICS VALUES MAX POWER-POINT CURRENT (Module IMP) x (# Strings)9.05 A X 1 9.05 A MAX POWER-POINT VOLTAGE (Module VMP) x (# Modules / Largest String)43.1 V X 1 43.1 V MAX SYSTEM VOLTAGE (Voltage Correction Factor) x (Module VOC) x (# Modules / Largest String)51.9 V X 1 X 1.14 59.17 V MAX CIRCUIT CURRENT (Module ISC) x (# Strings) x (Continuous Load)9.82 A X 1 X 1.25 12.28 A DC DISCONNECT VALUES RATED MAX POWER-POINT CURRENT (IMP) 10.68 A RATED MAX POWER-POINT VOLTAGE (VMP) 37.00 V MAX SYSTEM VOLTAGE (VOC)44.30 V MAX SHORT CIRCUIT CURRENT (ISC)11.44 A MODULE CHARACTERISTICS - CSI SOLAR CS3N-395MS [BLK] MAX POWER (PMAX) @ STC 395 W OPEN CIRCUIT VOLTAGE (VOC)44.3 V SHORT CIRCUIT CURRENT (ISC)11.44 A MAX POWER VOLTAGE (VMP)37.2 V MAX POWER CURRENT (IMP)10.68 A SERIES FUSE RATING 20 A 2229 Cypress Ave - 101112580-201778 10 11/04/22 October 12, 2022 To Whom it May Concern, I, Ubaldo Ramirez Loza, homeowner of2229 Cypress Ave, Santa Ana, California 92707, authorize Energy Service Partners DBA ESP Contracting to install solar panels and pull the necessary permits needed to complete my solar project. Sincerely, Ubaldo Ramirez Loza (714) 206-1647 2229 Cypress Ave, Santa Ana, California 92707 Doc ID: 68d26db178c902a190a07e72b14c4eaa8766ee03 2229 Cypress Ave - 101112580-201778 10 11/04/22 Audit Trail Title File Name Document ID Audit Trail Date Format Status Permit Authorization Loza Customer Authorization.pdf 68d26db178c902a190a07e72b14c4eaa8766ee03 MM / DD / YYYY Signed 10 / 12 / 2022 18:09:04 UTC Sent for signature to Ubaldo Ramirez Loza (uballloza@gmail.com) from contract@joinesp.com IP: 172.58.19.156 10 / 26 / 2022 20:06:10 UTC Viewed by Ubaldo Ramirez Loza (uballloza@gmail.com) IP: 174.251.168.114 10 / 26 / 2022 20:07:19 UTC Signed by Ubaldo Ramirez Loza (uballloza@gmail.com) IP: 174.251.168.114 The document has been completed.10 / 26 / 2022 20:07:19 UTC 2229 Cypress Ave - 101112580-201778 10 11/04/22 PV-1REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: COVER SHEET CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: VICINITY MAPVICINITY MAP AERIAL MAP NOTES · ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: ·2019 CBC / 2018 IBC ·2019 CRC / 2018 IRC ·2019 CEC / 2017 NEC ·2019 CMC / 2018 UMC ·2019 CPC / 2018 UPC ·2019 CFC / 2018 IFC ·2019 CA ENERGY CODE ·2019 GREEN CODE 1. ALL WORK TO COMPLY WITH CEC ARTICLE 690 2. UTILITY SHALL BE NOTIFIED BEFORE ACTIVATION OF PV SYSTEM 3. REMOVAL OF A UTILITY-INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BUILDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PV SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR 4. ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY 5. WIRING MATERIALS SHALL COMPLY WITH MAXIMUM CONTINUOUS CURRENT OUTPUT AT 25° C; WIRE SHALL BE WET RATED AT 90°C 6. EXPOSED PHOTOVOLTAIC SYSTEM CONDUCTORS ON THE ROOF WILL BE USE-2 OR PV TYPE WIRE. 7. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS (CEC 314.15) 8. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS (CEC 250.90, 250.96) 9. FOR UNGROUNDED SYSTEMS, THE PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS SHALL BE PROVIDED WITH A GROUND-FAULT PROTECTION DEVICE OR SYSTEM THAT DETECTS A GROUND FAULT, INDICATES THAT FAULT HAS OCCURED, AND AUTOMATICALLY DISCONNECTS ALL CONDUCTORS OR CAUSES THE INVERTER TO AUTOMATICALLY CEASE SUPPLYING POWER TO OUTPUT CIRCUITS 10. ANY REQUIRED GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT (CEC 250.64C) 11. ALL PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE 12. ALL FIELD-INSTALLED JUNCTION, PULL, AND OUTLET BOXES SHALL BE LOCATED IN A READILY ACCESSIBLE LOCATION DIRECTLY OR BY DISPLACEMENT OF A MODULE SECURED BY REMOVABLE FASTENERS 13. FOR GROUNDED SYSTEMS, THE INVERTER IS EQUIPPED WITH GROUND FAULT PROTECTION AND A GFI FUSE PORT FOR GROUND FAULT INDICATION 14. WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, THE BREAKERS SHALL NOT READ "LINE AND LOAD" 15. THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT OF LESS THAN 4 PSF 16. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 45 LBS 17. AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT 18. THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26 19. THE PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 COMPLIANT 20. SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED ONTO THE EXISTING DWELLING AS PER THE 2019 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. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME; OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) 21. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC SECTIONS R314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE FIELD. 22. WHEN APPLYING THE 120% RULE OF CEC 705.12(B) , THE SOLAR BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER PER 705.12(B) 23. PLUMBING AND MECHANICAL VENTS THROUGH THE ROOF SHALL NOT BE COVERED BY SOLAR MODULES - NO BUILDING, PLUMBING, OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED /U SHEET INDEX 1 COVER SHEET 2 SIGNAGE 2.1 SIGNAGE 3 SITE/ROOF PLAN 3.1 BRANCH MAP 4 STRUCTURAL 5 ELECTRICAL 6 ELECTRICAL CALCS SCOPE OF WORK INSTALLATION OF GRID-TIED SOLAR PHOTOVOLTAIC SYSTEM 7 CSI SOLAR CO. LTD 395 W CSI SOLAR CS3N-395MS[BLK] SOLAR MODULES 7 ENPHASE ENERGY 240 W IQ7A-72-2-US MICROINVERTERS SYSTEM NAMEPLATE POWER 2.765 KW DC SYSTEM CEC POWER 2.558 KW CEC-AC CONSTRUCTION TYPE V-B OCCUPANCY TYPE R-3 Bldg# 101112580 Elec# 20177810 Issued: 11/03/22 2229 Cypress Ave - 101112580-2017781 011/04/22 PV-2REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: SIGNAGE CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: WEATHER RESISTANT PLASTIC PLACARD PLACEMENT: MAIN PANEL (COVER) POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN CAUTION: SIGNAGE LABEL LOCATION: INVERTER, JUNCTION BOXES (ROOF), AC DISCONNECT (PER CODE: CEC690.13 & CEC 690.13) WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM ! WARNING 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 WARNING: PHOTOVOLTAIC POWER SOURCE WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ! ! AC SYSTEM DISCONNECT FOR UTILITY OPERATION LABEL LOCATION: UTILITY DISCONNECT LABEL LOCATION: POINT OF INTERCONNECTION (PER CODE: CEC 705.12(B)(3-4)) LABEL LOCATION: MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC/AC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES AT LEAST EVERY 1O FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUCTION BOXES. LABEL LOCATION: PER CEC 705.12(B)(2)(3)(B) [OR (C) IF PANELBOARD IS RATED NOT LESS THAN SUM OF AMPERE RATINGS OF ALL OVERCURRENT DEVICES SUPPLYING IT] LABEL LOCATION: WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN 3 8" LETTER HEIGHT ARIAL OR SIMILAR FONT NON-BOLD, PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERABLE WITH SERVICE PANEL CLOSED. (PER CODE: CEC690.15, 690.13(B)) LABEL LOCATION: DC DISCONNECT, INVERTER (PER CODE: CEC 690.13(B)) [To be used when inverter is ungrounded] LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: CEC 690.53) NOTICE PV LOAD CENTER DO NOT ADD LOADS TO THIS PANEL LABEL LOCATION: PV LOAD CENTER PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN LABEL LOCATION: WEATHER RESISTANT MATERIAL, DURABLE PLAQUE, UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN 3 8" LETTER HEIGHT ARIAL OR SIMILAR FONT NON-BOLD, PLACED WITHIN THE MAIN SERVICE DISCONNECT, PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS OPERABLE WITH SERVICE PANEL CLOSED. (PER CODE: CEC690.12, 690.56(C)) LABEL LOCATION: RAPID SHUTDOWN OR ON INVERTER IF RSD IS INTEGRATED CEC 690.56(C)(3) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 LABEL LOCATION: AC DISCONNECT, INVERTER, POINT OF INTERCONNECTION (PER CODE: CEC 690.54) SIGNAGE REQUIREMENTS: · RED BACKGROUND · WHITE LETTERING · MINIMUM 3/8" LETTER HEIGHT · ALL CAPITAL LETTERS · ARIAL OR SIMILAR FONT, NON-BOLD · REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (DURABLE ADHESIVE MATERIALS MUST MEET THIS REQUIREMENT) ADHESIVE FASTENED SIGNS: · THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. · 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]. · ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 10.15 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 45.65 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS NEW SYSTEM COMBINED SYSTEM ! LABEL LOCATION: SERVICE DISCONNECTING MEANS (PER CODE: CEC 690.56(C)(1)(A)) SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS CYPRESS AVENUE IQ COMBINER BOX AC DISCONNECT SOLAR ARRAY PV LOAD CENTER EXISTING SYSTEM MAIN PANEL 2229 Cypress Ave - 101112580-201778 10 11/04/22 PV-2.1REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: SIGNAGE CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: SIGNAGE CONTINUED SIGNAGE REQUIREMENTS: · RED BACKGROUND · WHITE LETTERING · MINIMUM 3/8" LETTER HEIGHT · ALL CAPITAL LETTERS · ARIAL OR SIMILAR FONT, NON-BOLD · REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (DURABLE ADHESIVE MATERIALS MUST MEET THIS REQUIREMENT) ADHESIVE FASTENED SIGNS: · THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. · 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]. · ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. CONDUCTORS WITHIN ARRAY REMAIN ENERGIZED IN SUNLIGHT SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN ! LABEL LOCATION: SERVICE DISCONNECTING MEANS (PER CODE: CEC 690.56(C)(1)(B)) SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN AREAS WITHIN DOTTED LINES REMAIN ENERGIZED IN SUNLIGHT WHEN RAPID SHUTDOWN SWITCH IS "OFF" POSITION LABEL LOCATION: SERVICE DISCONNECTING MEANS (PER CODE: CEC 690.56(C)(2) 80 VOLTS OR LESS ABOVE 80 VOLTS 2019 CEC PV ARRAY 2014 CEC PV ARRAY NO RSD THIS ARRAY 2019 CEC PV ARRAY 2229 Cypress Ave - 101112580-201778 10 11/04/22 170'-3" 51'-3"91'-6" 14'-2" 87'-8"25'-5" 30'-9" 47'-11" 59'-8" ENPHASE PV-3REV: A UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: SITE PLAN CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: ROOF PITCH (DEG) AZIMUTH (DEG) PV AREA (SQ. FT) NO. OF MODS ARRAY 1 16°0°44 2 ARRAY 2 16° 180°44 2 ARRAY 3 16°0°66 3 CONDUIT NOTES CONDUIT TO BE RUN ON CONDUIT BLOCKS MIN. 1" ABOVE ROOF SURFACE AND UNDER EAVES; AND CLOSE TO RIDGELINES, LABELED AT MAX. 10' INTERVALS. CONDUIT TO BE PAINTED TO MATCH EXTERIOR/EXISTING BACKGROUND COLOR OF ITS LOCATION SITE PLAN scale: 1/16" = 1'-0" CLIENT: EQUIPMENT DETAIL SCALE: NTS 10/5/2022 NOTE: · WIRES UNDER PV SHALL NOT HANG OR TOUCH THE ROOF PER CEC 110.12 CY P R E S S A V E N U E PROPERTY LINE (N) J BOX PU B L I C S I D E W A L K (N) CONDUIT RUN DRIVEWAY (N) ARRAY 1 MODULE CSI SOLAR CS3N-395MS [BLK] MODULE DIMENSIONS 76.4" X 41.3" X 1.38" MODULE WEIGHT 49.60 LBS EXISTING ARRAY AREA 498 SQ. FT. PROPOSED NEW ARRAY AREA 154 SQ. FT. COMBINED PV ARRAY AREA 652 SQ. FT. TOTAL ROOF AREA 1980 SQ. FT ROOF TYPE 1 LAYER COMP SHINGLE NO. OF STORIES 1 ROOF COVERAGE 32.9 % SPRINKLER SYSTEM INSTALLED (CFC 903.3.1.3) NO (E) MAIN SERVICE PANEL (E) SOLAR EDGE INVERTER (E) AC DISCONNECT (E) ABB INVERTER (E) PV LOAD CENTER WALL CORNER WINDOW (N) IQ COMBINER BOX ENPHASE Q CABLE TO BE ATTACHED TO RAIL MIN. 3-1/2" ABOVE ROOF SURFACE (N) IQ COMBINER BOX (E) ABB INVERTER (E) AC DISCONNECT (E) PV LOAD CENTER (E) MAIN SERVICE PANEL (E) SOLAR EDGE INVERTER (E) RESIDENCE (E) DETACHED GARAGE (E) CARPORT (E) PATIO (E) SECOND HOUSE (E) SHED (E) 8 LONGi SOLAR MODULES (E) 20 KYOCERA SOLAR MODULES (N) ARRAY 2 (N) ARRAY 3 This item has been digitally signed and sealed on Oct 14, 2022 2229 Cypress Ave - 101112580-201778 10 11/04/22 PV-3.1REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: STRING /BRANCH MAP CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: STRING/BRANCH MAP scale: 3/16" = 1'-0" BRANCH MAP 1A BRANCH ONE 1A1A 1A1A 1A 1A 1A 2229 Cypress Ave - 101112580-201778 10 11/04/22 PV-4REV: A 10/5/2022 UBALDO RAMIREZ LOZA 2229 CYPRESS AVE, SANTA ANA, CALIFORNIA 92707 APN # 40314209 TEL #: (714) 206-1647 CLIENT: ROOF PLAN CSLB # 619149 CLASS: B, C-10 NAME: GARY GIETZ, JACK MCCLARY SIGNED: 10/5/2022 PHONE 310.904.6139 ENERGY SERVICE PARTNERS 970 W 190TH ST, STE 302 TORRANCE, CA 90502 CONTRACTOR: ROOF PLAN scale: 1/8" = 1'-0" ROOF PITCH (DEG) AZIMUTH (DEG) PV AREA (SQ. FT) NO. OF MODS ROOF TYPE ROOF ATTACHMENT ROOF HEIGHT EXPOSURE MATERIAL CONSTRUCTION RAFTER SIZE RAFTER SPAN RAIL ATTACHMENT SPACING MAX CANTILEVER LENGTH ARRAY 1 16°0°44 2 1 LAYER COMP SHINGLE K2 FLASH COMP KIT 1 - STORY ATTIC WOOD RAFTERS 2X4 9'-9"48" OC 1' - 4" ARRAY 2 16° 180°44 2 1 LAYER COMP SHINGLE K2 FLASH COMP KIT 1 - STORY ATTIC WOOD RAFTERS 2X4 9'-9"48" OC 1' - 4" ARRAY 3 16°0°66 3 1 LAYER COMP SHINGLE K2 FLASH COMP KIT 1 - STORY ATTIC WOOD RAFTERS 2X4 9'-9"48" OC 1' - 4" ROOF FRAMING SECTION scale: NTS BILL OF MATERIAL OBJECTS COUNT MODULES 7 FOOTINGS 23 MID CLAMPS 8 END CLAMPS 12 RAILS (166")6 SPLICES 0 CROSSRAIL 44-X K2 FLASH COMP KIT 1' EAVE OVERHANG MODULE STRUCTURAL ATTACHMENT CEILING JOISTEXTERNAL LOAD BEARING WALL 2X4 RAFTERS @ 24"OC (N) ARRAY 1 2X4 RAFTERS @ 24"OC (E) SOLAR SYSTEM MODULE CLAMP ATTACHMENT MODULE EVEREST CROSSRAIL 44-x K2 FLASH COMP KIT 5/16" X 3-1/2" SS LAG SCREW MINIMUM 2-1/2" EMBEDMENTSTRUCTURAL ATTACHMENT @ MAX 48" OC ALUMINUM L-FOOT 5" TYPICAL ELEVATION DETAIL scale: NTS MODULE CSI SOLAR CS3N-395MS [BLK] MODULE DIMENSIONS 76.4" X 41.3" X 1.38" MODULE WEIGHT 49.60 LBS TOTAL ARRAY AREA 652 SQ. FT. TOTAL ROOF AREA 1980 SQ. FT. ROOF TYPE 1 LAYER COMP SHINGLE MAX DISTRIBUTED LOAD 3 PSF SNOW LOAD 0 PSF WIND SPEED 110 MPH, 3 SEC GUST WIND EXPOSURE C 2X4 PURLIN 2X4 SUPPORT 2X4 COLLAR TIE (N) ARRAY 2 (N) ARRAY 2 This item has been digitally signed and sealed on Oct 14, 2022 2229 Cypress Ave - 101112580-201778 10 11/04/22