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340-7946 9752 Eton Avenue, Chatsworth, CA 91311 License Number: Enphase IQ8Plus-72-2-US Enphase IQ8Plus-72-2-US J.TANDrawn By: Photovoltaic System kW-AC 4.630 Revision: 0 14 14 Ronald Krofta kW-AC CEC 4.060 ***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. 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9/9/24 Branch 2 : Enphase IQ8Plus-72-2-US 88/178 (N) PHOTOVOLTAIC MODULES TYP.14 (N) JUNCTION BOX (N) PV CONDUIT (N) AC COMBINER BOX (N) AC DISCONNECT (E) MAIN SERVICE PANEL SERVICE ENTRANCE (E) ROOF RAFTERS DIMENSIONS - 2 IN. X 6 IN. MAX DISTANCE - 24 IN. TYPICAL (N) PV RAIL SYSTEM IRONRIDGE XR10 TYPICAL (N) ROOF ATTACHMENTS IRONRIDGE FLASHFOOT2 MAX DISTANCE - 48 IN. TYPICAL J.TANDrawn By: Composition Shingle (1 Layer) Revision:3 Flush to Roof N/A 4 - 6 inches 20% 10'-5" 7 7 South West Solar, Inc. 9752 Eton Avenue, Chatsworth, CA 91311 (310) 340-7946 License Number: 1012298 MARY LOU GOMEZ 517 ROSITA ST, SANTA ANA, CA 92703 Ronald Krofta 5.110 kW-DC 4.060 kW-AC 4.630 kW-AC CEC Photovoltaic System 517 N Rosita St 9/30/2024 352-(&71$0( 'DWH 3D H 6758&785$/$77$&+0(17 6 &RQWUDFWRU6LJQDWXUH BBBBBBBBBBBBBBBBBBBBBBBBBBBB 7/26/24J.TANDrawn By:Revision:0 IRONRIDGE RAILS 390RGXOH 6ROD5DFN5DLO 5ROOHG&RPS25 7RUFKGRZQ5RRI [/DJ6FUHZ 0LQLPXP (PEHGPHQW'HSWK 5RRI5DIWHU 6ROD5DFN6WDQGRII+DUGZDUH /HVVWKDQ +HLJKW IQP] ]5V] 2]CUE]P] Y]1]X("] U2)5U2]M()<] ]Y]W]@S ] C)-) ]X("] J] ] ]D]][] : + ]U2)5U2] M():6] M $]U2)5U2] Z] ]M50]N -] .]F]Y]!]X( ?] W]@S ]C)-) ] ] KU2)5U2]%()5'] Cut Sheet v1.0 See Description / Length 1.75 .46 .58 1.00 .62 1.33 1.67 XR10 Rail © 2020 QuickMount PV All rights reserved. Visit www.quickmountpv.com or call 1-800-227-9523 for more information. QBASE Cut Sheet Rev 1.0 Cut Sheet QBASE 1 2 3 4 5 PART NUMBER DESCRIPTION MOUNT HEIGHT QM-QBB-01-M1 Qbase Base (incl. base to post h/w), Mill na QM-QBP-3.25-M1 Qbase 3.25" Post (incl. post to rack h/w), Mill 3.75" QM-QBP-4.5-M1 Qbase 4.5" Post (incl. post to rack h/w), Mill 5" QM-QBP-6.5-M1 Qbase 6.5" Post (incl. post to rack h/w), Mill 7" QM-QBP-8.5-M1 Qbase 8.5" Post (incl. post to rack h/w), Mill 9" QM-QBP-11.5-M1 Qbase 11.5" Post (incl. post to rack h/w), Mill 12" QM-QBP-12.5-M1 Qbase 12.5" Post (incl. post to rack h/w), Mill 13" QM-QBP-14.5-M1 Qbase 14.5" Post (incl. post to rack h/w), Mill 15" QM-QBP-17.5-M1 Qbase 17.5" Post (incl. post to rack h/w), Mill 18" ITEM NO DESCRIPTION QTY IN KIT 1 CAP SCREW, 5/16" X 1" W/ 1" CAPTIVE WASHER 1 2 WASHER, EPDM BACKED 1 3 POST, 1-1/4" X 6-1/2"1 4 QBASE, 1-1/4" 1 5 CAP SCREW, HEX HEAD, 5/16" X 3/4"1 Tech Brief :PTWSPÄLK.YV\UKPUNMVY,]LY`(WWSPJH[PVU The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO family—Flush Mount, Tilt Mount and Ground Mount—are fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. UFO Family of Components <UP]LYZHS-HZ[LUPUN6IQLJ[<-6 The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and FDQÀWDZLGHUDQJHRIPRGXOHKHLJKWV he re <UP]LYZHS-HZ[ The UFO securel Rails. It comes ass FDQWDZLGHUDQJH :[VWWLY:SLL]L The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. )6::™ Splice Bonded Structural Splice connects rails with built-in bonding teeth. No tools or hardware needed. )VUKLK([[HJOTLU[Z The bonding bolt attaches and bonds the L-foot to the rail. It is installed with the same socket as the rest of the system. .YV\UKPUN3\N A single Grounding Lug connects an entire row of PV modules to the grounding conductor. )6::™ plic Bonded tructural plice South West Solar, Inc. 9752 Eton Avenue, Chatsworth, CA 91311 (310) 340-7946 License Number: 1012298 517 ROSITA ST, SANTA ANA, CA 92703 *1 1 1 1 **1 *1*1 1 &#%1 #0&.(#+1 (,(/'1 11 1!1 1 "1 1 "1 1 1 11 1 1 1 &.(&/1 0#(,+&//1 0&&+1 +&#.1 Cut Sheet $VV\)ODVKLQJ $VV\&DS :DVKHU(3'0%DFNHG 3URSHUW\9DOXH 0DWHULDO $OXPLQXP )LQLVK 0LOO%ODFN 3URSHUW\9DOXH 0DWHULDO $OXPLQXP )LQLVK 0LOO%ODFN 3URSHUW\9DOXH 0DWHULDO 6HULHV6WDLQOHVV6WHHO )LQLVK &OHDU Ronald Krofta 5.110 kW-DC 4.060 kW-AC 4.630 kW-AC CEC Photovoltaic System 517 N Rosita St 9/30/2024 352-(&71$0( 'DWH 3D H 352-(&7 1$0( 'DWH 3D H &RQWUDFWRU6LJQDWXUH BBBBBBBBBBBBBBBBBBBBBBBBBBBB 6,1*/(/,1(',$*5$0 35 -(&71$0( 'DWH D ,1 /(/,1(',$5$0 3DJH ( &RQWUDFWRU6LJQDWXUH BBBBBBBBBBBBBBBBBBBBBBBBBBBB 352-(&7 1$0( Imax = A ( ) # THWN-2 (1) #8 Gnd in Conduit MSP BUS VAC P W Electrical Service Entrance From Utility Imax: AC SIDE: Continuous Current = Imax x 1.25 (690.8(A)(3) and 690.8(B)(1)) = x = A Derate Ampacity = 90deg Rating of Conductor (T-210.15(B)(16) for # AWG) x 75deg Temp Correction Factor (T-310.15(B)(2)(a)) x Conduit Fill Factor (T-310.15(B)(3)(a)) = A x .87 x = A So that, Derate Ampacity > Continuous Current A > A >> OK! And Derate Ampacity > Overcurrent Device Rating A > A >> OK! Voltage Drop % = Imax x ohms/kft (T-8) x One-Way Distance x 2 / 1000 / Vmin x 100 = A x ohms/kft x 15 ft x 2 / 1000 / 240 VAC x 100 = % < 3% >> OK! PV Combiner OCPD A 2P backfed circuit breaker to be installed at the opposite end from the input feeder Per 705.12(B)(3)(2) (N) Enphase IQ Combine 4 Box No Main Breaker (1) 20A OCPD for Each Branch (1) 15A or 10A OCPD for Monitoring Nema 3R (Per Enphase Installation Instructions) Imax: NOTES: Complies with CEC2022 and NEC2020 1. NET SYSTEM INFORMATION: INVERTER MFG & MODEL NO: EFFICIENCY RATING: 97% CEC-AC RATING = Nmodules x CEC Rating-PTC x Eff (%) = x x 97% = kw-AC 2. THE SYSTEM IS A FUNCTIONALLY GROUNDED ARRAY. 3. WIRE AND CONDUIT SIZES ARE AS INDICATED OR LARGER. 4. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR 5. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. 120/240 1 14 30 200 200 3 340.92 4.630 3/4" (E) GES 16.94 40 21.1834.8 21.18 34.801.0 30 16.94 1.24 0.26 7/26/24 MSOLAR TXS6-365120BB 7 34.80 10 10 Enphase IQ8Plus-72-2-US W-STC Photovoltaic Module For Each Module: VOC = VMP = ISC = IMP = J.TANDrawn By: GEC Revision:0 EXISTING #4 AWG #2/0 EXISTING Microinverters Nominal Output Current: A Nominal Voltage: 240V Max Units per Branch: Max DC ISC: A Max Input Voltage: V En hase IQ8Plus-72-2-US 1.21 13 15 60 En hase IQ8Plus-72-2-US En hase IQ8Plus-72-2-US 7 7 7 14 14 8.47 8.47 FOR EACH BRANCH: (1)Bus Trunk Cable Free Air (2) #10 PV Wire (1) #6 Cu Bare (N) Junction Box - NEMA3R 16.94 (N) Non-Fusible AC Disconnect Switch, Lockable, A, 240V, 2 Pole, NEMA 3R (RSID) Rapid Shutdown Initiation Device EMT South West Solar, Inc. 9752 Eton Avenue, Chatsworth, CA 91311 (310) 340-7946 License Number: 1012298 517 ROSITA ST, SANTA ANA, CA 92703 30 A A 1.25 FROM JUNCTION BOX: ( ) # THWN-2 L1/L2 (1) # 8 Cu Gnd in EMT Conduit3/4" 104 Conduit Notes: 1. Conduit Height shall be more than or equal to 7/8 inch from finish roof. 2. All Conduit shall be painted to match color of surroundings. End Fed Main Breaker Ronald Krofta 5.110 kW-DC 4.060 kW-AC 4.630 kW-AC CEC Photovoltaic System MSOLAR TXS6-365120BB 40.80 34.00 11.33 10.74 365 MSOLAR TXS6-365120BB 517 N Rosita St 9/30/2024 352-(&71$0( 'DWH 3D H 6,*1$*( ( &RQWUDFWRU6LJQDWXUH BBBBBBBBBBBBBBBBBBBBBBBBBBBB 35 -(&71$0( 'DWH D H ,1$( AC COMBINER BOXAC DISCONNECT MAIN SERVICE PANEL 240 240 60 Hz 7/26/24J.TANDrawn By:Revision:0 South West Solar, Inc. 9752 Eton Avenue, Chatsworth, CA 91311 (310) 340-7946 License Number: 1012298 517 ROSITA ST, SANTA ANA, CA 92703 Ronald Krofta 4.630 16.94 16.94 517 ROSITA ST, SANTA ANA, CA 92703 5.110 kW-DC 4.060 kW-AC 4.630 kW-AC CEC Photovoltaic System 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 8/12/2024 LETTER OF AUTHORIZATION To Whom It May Concern, I, Mary Lou Gomez the homeowner at 517 Rosita St, authorize the contractor South West Solar (CSLB Lic. No.: 1012298) to apply and pull permits for the Solar Panel installation being done my property, 517 Rosita.. This may also include any other permits that may be relevant and required by the city for the Solar Panels to be installed. Thank you, Mary Lou Gomex Homeowner 517 N Rosita St 9/30/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC 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 517 ROSITA ST, SANTA ANA, CA SOUTH WEST SOLAR 1012298 KIRK PALACIOS 8558088887 07/31/2024 permits@modernizeremodeling.com 517 N Rosita St 9/30/2024 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter 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 Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, 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. 517 N Rosita St 9/30/2024 Expedited Permit Process for PV Systems — Micro-Inverter 2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter 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)_________________ ft2 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. 517 N Rosita St 9/30/2024 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 Micro-Inverter Site Plan 517 N Rosita St 9/30/2024 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 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone:One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A” in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT 517 N Rosita St 9/30/2024 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 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 E1.2a 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 (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS 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 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 OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-INVERTER CIRCUIT. 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.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). 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 E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram 517 N Rosita St 9/30/2024 517 ROSITA ST. SANTA ANA, CA 92703 517 ROSITA ST. Design Criteria 1- Code: CALIFORNIA BLDG CODE 2022 / ASCE 7-16 2 - Wind: 95 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 7/30/2024 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 517 N Rosita St 9/30/2024 !"##$ %&'()*+,-.(/'01.,67!8 9 9:#!;<9= 5 <<!?:?@7!9"77!:<#:7:?!< #;#?";!"<;76F<:F;G677H5 LGGT !7T !GT @7T R @:T RR :6T RRR 7;#T RV 7;GT 2%>AMNOWQ8R7;"S !#T Q8R#6"S !:T Q8R6;"S @6T Q8R7;;"S :7T 8 U R 7;;T 8 U RR 77;T 8 U RRR"RV 776T 2%>AMNWX !";6L @6T bcade`[cZ[\[fghgY\[i_[d`ebj]`e`[k\_kde_el[bcl[b`]`k`Z[me_^[]k\ebjc[_ab[e`akb_ab[]lec[c^\abn`Z[o^a_cabndkc[eckp`akbp\kd[]]qr][\]]Zk^_cdkbia\lebj[ci\kl`Za]`kk_sa`Z`Z[_kde_t^`Zk\a`juemabnv^\a]cad`akbo[ik\[p\kd[[cabnsa`Zc[]anbq`Ze``Z[tYxueye\c]ojzkde`akbs[o]a`[sa__bk`o[^pce`[c`k]^ppk\`t{x|}~q€abck^`sZjq T ‚ ! U !9 ƒ T 9 „ 9 ‚ U U …† F " U 9 U T ‚ UT " 9U U 9 T 9 U „T T ‚ 9 T T T „T ‚ 9 U T ˆUT T 9‚U „ U ‡ U U ‚ = T TT U T = T ‚ U ‚ U U U ‚ U ‰ U Š‹Œ Ž ‘ ’ “”•”–—˜˜™š›œšžŸ—š › ˜¡’ ¢ ›¡¡˜¡ 517 N Rosita St 9/30/2024 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope =17 ° Roof Shape Gable Tributary Width s =4.00 ft Tributary Length l =2.83 ft Effective Area Ae =11.30 f 2 Height of Structure h =15 ft Wind Speed V =95 mph Exposure Categor C Building Width B =30 ft Building Length L =55 ft Zone Width a =3 ft Elevation Height zg =73 ft Wind Directionality Kd =0.85 Topography Factor Kt =1.00 Ground Elevation Factor Ke =1.00 Velocity Pressure Exposure Coefficient Kz =0.85 Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.63 psf Solar Array Pressure Equalization a =0.79 Array Edge Factor E =1.50 Zone GCp p = qz(GCp)(E)(a) 3 - - 3r 3.57 -70.79 3e 2.99 -59.21 2 - - 2r 2.99 -59.21 2e - - 2n 2.99 -59.21 1 - - 1' - - 517 N Rosita St 9/30/2024 LAG SCREW ANALYSIS Loads Wind Pressures qz =-59.21 psf Solar Panel Load QD =3 psf Panel Length l =5.650 ft Panel Width b 3.7208 ft Attachment Spacing s =4 ft Portrait Tributary Area At =11.30 ft2 Wind Load PW = qz * At =-669 lbs Dead Load PD = QD * At =33.9 lbs Uplift Pa = 0.6 PD + 0.6 Pw =-381 lbs Landscape Tributary Area At = b * s =7.4417 ft2 Wind Load PW = qz * At =-441 lbs Dead Load PD = QD * At =22.325 lbs Uplift Pa = 0.6 PD + 0.6 Pw =-251 lbs Lag Screw Specific Gravity of Lumber SG =0.50 (Douglas Fir-Larch) Diameter of Lag Screw D =5/16 in Withdraw Design /in 1800*SG3/2*D3/4 =266 lbs/in Depth of Embedment lp =2.50 in Total Nominal Withdrawal Value W = W * l p =665 lbs Load Duration Factor CD =1.6 Withdrawal Design Value W' = W * C D =1064 lbs Demand Capacity Ratio DCR = Pa / W'=0.36 < 1 OK 517 N Rosita St 9/30/2024 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope =17 ° Roof Shape Gable Tributary Width s =2.00 ft Tributary Length L =12.75 ft Effective Area A = L ( MAX [ s , L/3] )=54 f 2 Height of Structure h =15 ft Wind Speed V =95 mph Exposure Categor C Building Width B =30 ft Building Length L =55 ft Zone Width a =3 ft Elevation Height zg =73 ft Wind Directionality Kd =0.85 Topography Factor Kt =1.00 Ground Elevation Factor Ke =1.00 Velocity Pressure Exposure Coefficient Kz =0.85 Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.63 psf Internal Pressure Coefficient (GCpi)=-0.18 Zone GCp p = qz [(GCp) - (Gcpi)] 3 - - 3r 2.72 -48.16 3e 2.63 -46.75 2 - - 2r 2.63 -46.75 2e - - 2n 2.63 -46.75 1 - - 1' - - 517 N Rosita St 9/30/2024 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter NA =Span :Orientation Lenght (ft) : Dead Load Roof Material:QD =psf Live Load QLr =psf Wind Load p = psf Snow Load QS =psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape UW = Linear Dead Load wd =plf Live Load wLr = plf Start ft Start ft End ft End ft Snow Load ws = plf Start ft Start ft End ft End ft Ma, Moment D lb-ft D+Lr lb-ft D+S lb-ft 0.6D+0.6W lb-ft D+0.45W+0.75Lr lb-ft D+0.45W+0.75S lb-ft Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2 CM = 1 Ct = 1 Cr= CF = fb =psi Cfu =Ci = Breadth b = in Depth d = in Section Modulus Sx = bd2 / 6 =in3 Bending Stress Capacity Fb = CM * Ct * Cr * CF * fb =psi Table 4.3.1 NDS 2018 Deflection Limit E = ksi I =in4 Transient Deflection in Transient Deflection Allowed > [OKAY] Total Deflection in Total Deflection Allowed > [OKAY] 1.0 1 20 0.00 24 Comp 0.629 224 180 1.6 2153 psi D+0.45W+0.75S 762 psi 0.35 OKAY 1.6 2153 psi D+0.45W+0.75L 762 psi 0.35 OKAY 1.6 2153 psi 0.689 205 120 1600 20.80 0.6D+0.6W 1555 psi 0.72 OKAY 1.15 1547 psi D+S 745 psi 0.48 OKAY OKAY 1.25 1682 psi D+Lr 909 psi 0.54 OKAY DCR 0.9 1211 psi D 745 psi 0.62 7.56 1346 CD Fb' = CD * Fb ASD Load Ma / Sx 2x6 1.15 1.3 12.75 9.65 12.75 900 1.50 5.50 469 573 469 980 480 480 0 0.0 0 4 0 0 0.0 Portrait 4 0.0Portrait0 0.0 0.0 AT (ft2) 11.3 7.4417 pd (lbs) 33.9 -528 pw (lbs) ps (lbs) 0 9.6540 0.0 0.0 0.0 0.0 0 0.0Portrait0 0.022.325 -348 0 0 0.0Portrait0 0.0 0.0 0 0.0 20 1 2 3 4 Eave 2 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 11.75 0.00 0.00 0.00 1.00 Portrait 0 0.0 0.0 10.00 -46.75 DF-L No. 2 2 j lj (ft)pd,j (lbs) pw,j (lbs) ps,j (lbs) Portrait 1 4.7 33.9 -528 0.0 8.9 33.9 -528 0 0.0 0 0.0 0.0 0 0.0 𝑴𝒙 𝑹𝒊𝒙 𝑳𝒊 𝑷𝒋𝒙 𝒍𝒋 𝒘𝒅𝒙𝟐 𝟐 ‐200.0 0.0 200.0 400.0 600.0 800.0 1000.0 1200.0 0.000 2.000 4.000 6.000 8.000 10.000 12.000 14.000 517 N Rosita St 9/30/2024 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2022 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model Msolar Panel Weight W panel = 46.3 lbs Number of Panels NPV = 14 Total PV System Weight W PV = W panel * NPV =648.2 lbs Existing Roof Weight Roof Weight QD =10.0 psf Building Length Lbuild =55 ft Building Width W build =30 ft Roof Area Abuild =1650 ft2 Building Perimeter Pbuild =170 ft Wall Height ht =8 ft Wall weight Qwall =15 psf Interior wall weight Qint =10 psf Roof Load W floor = Abuild * QD =16500 lbs Wall Load wall = ht /2 * Qwall * Pbuild + Abuild * Qint /=18450 lbs Total Story Weight W build = W floor + W wall =34950 lbs Percentage Weight Increas WPV / Wbuild = 1.85% < 10% OKAY 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024 517 N Rosita St 9/30/2024