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Home My WebLink About501 S Broadway - Plan501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 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# 101115837 Elec# 20180294 Issued 07/18/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 Digitally sealed by RJM on Date: Job #: 23‐10964 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566‐0066 Email: SE@mcpe.group 7/6/23 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Smith Residence 501 S Broadway Santa Ana , CA 92701 7/6/23 Designed in Accordance with CBC 2022, ASCE 7‐16 7/6/2023 12:01 PM 1 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents *Note: This engineering report is limited to the information presented to Engineer via plans, site information, photos, and written correspondence as provided by Client. On‐site structural observations and verification of site conditions are not included herein. Engineering for manufactured products such as photovoltaic modules or racking systems is excluded from this report. Please refer to the manufacturer's specifications, certifications, and pre‐engineered packages for product engineering. Installations of solar modules and related equipment must be performed in accordance with manufacturer recommendations, local codes, local regulations, industry best practices, and applicable safety standards. Owner and/or Contractor shall notify Engineer should any damage, deterioration, or descrepancies between current condition of the structure or otherwise as this letter describes before proceding with construction. This letter applies only to regions of the structure where solar modules will be supported and the supporting elements. 7/6/2023 12:01 PM 2 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 Location: 501 S Broadway Santa Ana , CA 92701 Existing Structure Info: Number of Stories = 1 Aroof = 2100 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 = 1.289 S1 = 0.460 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = HANWHA Q.PEAK DUO BLK ML‐G10+400 Height of Panel = 74.00 in. Width of Panel = 41.10 in. Area of Panel = 21.1 ft.2 Number of New Panels = 10 Number of Exis. Panels = 0 Total Area of Array = 211.2 ft.2 Spacing of Anchors = 4.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7‐27 deg 33.740646 ‐117.869757 Project Info 7/6/2023 12:01 PM 3 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 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 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 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 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) = 58.8 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 55.2 kips Proposed Load Demand Gravity Loads Roof Live Loads need not be applied to the area covered with by PV panel where the clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1 Exception Wprop - Wex = ‐6.18% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 7/6/2023 12:01 PM 4 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 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 = 1.29 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 = 1.55 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) = 1.03 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 = 21.0 kips Weight of Existing Structure Wpanels = 0.6 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 3.3 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 2.81% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 7/6/2023 12:01 PM 5 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult = 130 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 = 31.26 (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 = 0.97 (fig 29.4‐7) hpt = 0 γa = 0.76 (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 = ‐71.6 p.s.f.p = 57.3 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 = 71.6 p.s.f.wind load normal to face of panel Arealag = 12.3 sq. ft.area tributary to each anchor SPanc = 4.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 509.2 lbs total uplift on anchor Material = DFL lumber anchor material Dialag = 5/16 in. diameter of screw Penlag = 2.5 in. min. penetration to existing framing W lag = 266 lb/in. withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews = 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 Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section 29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3 (where applicable) = 0.60 < 1.00 Anchor is OK! 7/6/2023 12:01 PM 6 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 McPherson Engineering By: J.R. Date: 7/6/23 Gravity Loads: DEMAND DECREASED BY 6.18% = OK! Lateral Loads: DEMAND INCREASED BY 2.81% < 10% = OK! Anchorage: DEMAND OF 509.2LB. < 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 7/6/2023 12:01 PM 7 of 7 ©McPherson Engineering 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 501 S Broadway 07/19/23 Date_____________ To Whom it May Concern, I ______________________________ , the owner of the property located at, Property Owner Name ADDRESS:_________________________________________ I Have hired, Better Earth Electric Inc, State Lic #1024460, to install a PV Solar System: __________________________________________________________________ __________________________________________________________________ __________________________________________________________________ Kind Regards , ________________________________ Signature ________________________________ Print Name Better Earth Electric Inc. 1815 E Wilshire Ave. St., 908/909, Santa Ana CA 92705 888-373-9379 SantaAnaPermits@Betterearth.solar 3/31/2023 TODD SMITH 501 S BROADWAY ROOF MOUNTED PV SYSTEM SIZE OF 3000AC WITH 10 MODULES OPTIMIZERS AND 1 INVERTER TODD SMITH 501 S Broadway 07/19/23 Signature Certificate Reference number: XZYUD-LBZEN-QN3QA-DY4JV Document completed by all parties on: 31 Mar 2023 23:57:14 UTC Page 1 of 1 Signer Timestamp Signature Todd Smith Email: deadwoodmgmt@gmail.com Recipient Verification: Sent:31 Mar 2023 23:49:46 UTC Viewed:31 Mar 2023 23:56:02 UTC Signed:31 Mar 2023 23:57:14 UTC ✔Email verified 31 Mar 2023 23:56:02 UTC IP address: 99.74.240.190 Location: Orange, United States Signed with PandaDoc PandaDoc is a document workflow and certified eSignature solution trusted by 40,000+ companies worldwide. 501 S Broadway 07/19/23 Rev: 8/29/19 SOL-01 CBC 2016 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 module s 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 RESIDENTIAL PHOTOVOLTAIC CHECKLIST BETTER EARTH ELECTRIC INC 1024460 VICTORIA RUIZ 323-398-9324 VICTORIA.R@BETTEREARTH.SOLAR 7/12/2023 501 S BROADWAY 501 S Broadway 07/19/23 Expedited Permit Process for PV Systems1 Expedited Permit Process for PV Systems Standard String System The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 501 S Broadway 07/19/23 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems Standard String System The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate ﬁre service review. 2. Electrical diagram showing PV array conﬁguration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Speciﬁcation sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a deﬁned, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the rooﬁng type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherprooﬁng roof penetrations (e.g. ﬂashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certiﬁed by a design professional. 2. For manufactured mounting systems, ﬁll out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identiﬁed for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to ﬁll in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 501 S Broadway 07/19/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Standard String System Site Plan 501 S Broadway 07/19/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Standard String System Electrical Diagram 501 S Broadway 07/19/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (P MAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a)12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b)10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNSSEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARDLINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 501 S Broadway 07/19/23 DESIGNER: PAUL KELVIN MACAVINTANEW PV SYSTEM: 4,000 DC / 3000 AC Todd Smith 501 S Broadway, Santa Ana, CA 92701 APN: 01014301 8/10/2023 DATE:TIME: 02:49 PM REVISION:DATE:DESCRIPTION: DRAWING TITLE: DRAWING PAGE: SCALE: Todd Smith 501 S Broadway, Santa Ana, CA 92701 APN: 01014301 SYSTEM SIZE: 4,000 DC SYSTEM SIZE 3000 AC CEC POWER OUTPUT: 3691 CEC MODULE INFORMATION MODULE QTY: 10 MODULE MFG: Canadian Solar MODULE TYPE: CS3N-400MS [Blk] INVERTER INFORMATION INVERTER QTY: 1 INVERTER MFG: SOLAREDGE INVERTER TYPE: POWER OPTIMIZER INFORMATION OPTIMIZER QTY: 10 OPTIMIZER MFG: SOLAREDGE OPTIMIZER TYPE: S440 PROJECT DETAILS COVER SHEET P1 TABLE OF CONTENTS PAGE NUMBER: PAGE TITLE: P1 COVER SHEET P2 NOTES SHEET P3 SITE PLAN P4 ROOF PLAN P5 RACKING & FRAMING P6 LINE DIAGRAM & DESIGN TABLES P7 PLACARDS & PLACARD MAP P8 OPTIMIZER MAP P9 JOB HAZARD ANALYSIS SS00 SPECIFICATION PAGES RAILING INFORMATION RAILING MFG: UNIRAC RAILING TYPE: Unirac SM Light MOUNTING INFORMATION MOUNT FLASHING QTY: MOUNT FLASHING MFG: UNIRAC MOUNT FLASHING TYPE: 24 Unirac FlashLoc - Mill EXISTING SOLAR INFORMATION - N/A BATTERY INFORMATION - N/A ADDITIONAL SCOPE OF WORK JURISDICTION STAMPS: PROPERTY INFORMATION OWNER:Todd Smith PHONE:1714-240-1141 EMAIL:deadwoodmgmt@gmail.com CONTRACTOR:BETTER EARTH ELECTRIC INC. PHONE: (888) 373-9379 AUTHORITIES HAVING JURISDICTION BUILDING: Santa Ana (CA) UTILITY: Southern California Edison DESIGN SPECIFICATIONS OCCUPANCY: R-3/U CONSTRUCTION: V-B NAME: RESIDENTIAL SNOW LOAD: 0 PSF WIND EXPOSURE: C WIND SPEED: 130 MPH ROOF SURFACE: 2173 SQ.FT. PV SQ FOOTAGE: 218.85 SQ.FT. PV COVERAGE: 10.07 % WEIGHT OF EQUIPMENT: 476.9 LBS WEIGHT PER ATTACHMENT: 19.87 LBS DISTRIBUTED WEIGHT: 2.18 PSF NO. OF STORIES: 1 FIRE SPRINKLERS: NO LOT INFORMATION APN: 01014301 LOT AREA: 6098 LIVING AREA: 1239 3000H-US Non-RGM BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 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. REVISION TO Bldg# 101115837 Issued 07/18/23 Bldg# 101116217 Issued 08/15/23 501 S Broadway 08/16/23 MMINV SITE PLAN N (E) 125A MAIN SERVICE PANEL (N) SOLAREDGE 3000H-US Non-RGM INVERTER ROOF ACCESS POINT PER CRC 2022 (R324.6) ARRAY 2 - (N) 2 Canadian Solar MODULES TILT:30° AZIMUTH: 90° ARRAY 1 - (N) 8 Canadian Solar MODULES TILT: 30° AZIMUTH: 180° P3 DESIGNER: PAUL KELVIN MACAVINTANEW PV SYSTEM: 4,000 DC / 3000 AC Todd Smith 501 S Broadway, Santa Ana, CA 92701 APN: 01014301 8/10/2023 DATE:TIME: 02:49 PM REVISION:DATE:DESCRIPTION: DRAWING TITLE: DRAWING PAGE: SCALE: 50 1 S B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 1/16" = 1' JURISDICTION STAMPS: FIRE CODE PATHWAY BACKUP INTERFACE BACKUP GATEWAYBG BI MODULE STRINGING 3 4" EMT CONDUIT OPTIMIZER JB JUNCTION BOX LEGEND CALLOUTS: 1 1 4" PVC TRENCH COMBO METER/MAINMM UTILITY METERUM MAIN SERVICE PANEL PV METER MSP PV INVERTER SUB PANEL INV SUB AC DISCONNECT AC COMBINER PANELACL AC EV CHARGER BATTERY BACKUP EV BB (E) PROPERTY LINE BETTER EARTH ELECTRIC INC. 16720 MARQUARDT AVE CERRITOS CERRITOS, CA 90703 PHONE #: (888) 373-9379 LIC #: C10-1024460 501 S Broadway 08/16/23