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HomeMy WebLinkAbout3213 S Center St - PlanExpedited 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. 3213 S Center St 01/27/23 Expedited Permit Process for PV Systems — Micro-Inverter2 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)_________________ 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. 3213 S Center St 01/27/23 Ex 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 3' f i r e s et b ac k 1 8'' fire setback S C e n t e r S t ECB AC MSP JB Solar PV Array 12 - Hanwha 400W Modules 12 - IQ8+ Microinverters Pitch: 18 Deg Orientation: 180 Deg Gas Gate Fence EV 3213 S Center St 01/27/23 Ex 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 3213 S Center St 01/27/23 Ex 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 44.1 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, 90 oC 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 3213 S Center St 01/27/23 City of Santa Ana, I, Daena Ho, grant Vibe Solar the authorization to install solar on my property at 3213 S. Center St. Santa Ana, CA 92704. Thank you, Daena Ho 12/22/2022 3213 S Center St 01/27/23 Document History SignNow E-Signature Audit Log All dates expressed in MM/DD/YYYY (US) Document name:Daena Ho Document created:12/21/2022 23:19:47 Document pages:1 Document ID:8750c32b249f4607a8bf9980191fd56582d456e4 Document Sent:12/21/2022 23:20:17 UTC Document Status:Signed 12/22/2022 18:29:41UTC Sender:alantruex@vibesolar.com Signers:daena_ho@yahoo.com CC:alan@vibesolar.com Client Event By Server Time Client Time IP Address SignNow Web Application Uploaded the Document alantruex@vibesolar.com 12/21/2022 23:19:47 pm UTC 12/21/2022 23:19:46 pm UTC 75.38.24.98 SignNow Web Application Viewed the Document alantruex@vibesolar.com 12/21/2022 23:19:58 pm UTC 12/21/2022 23:19:58 pm UTC 75.38.24.98 SignNow Web Application Document Saved alantruex@vibesolar.com 12/21/2022 23:20:08 pm UTC 12/21/2022 23:20:08 pm UTC 75.38.24.98 SignNow Web Application Invite Sent to: daena_ho@yahoo.com alantruex@vibesolar.com 12/21/2022 23:20:17 pm UTC 12/21/2022 23:20:16 pm UTC 75.38.24.98 SignNow Web Application Viewed the Document daena_ho@yahoo.com 12/22/2022 18:29:19 pm UTC 12/22/2022 18:29:19 pm UTC 136.226.54.255 SignNow Web Application Signed the Document daena_ho@yahoo.com 12/22/2022 18:29:41 pm UTC 12/22/2022 18:29:41 pm UTC 136.226.55.10 SignNow Web Application Added a Text daena_ho@yahoo.com 12/22/2022 18:29:41 pm UTC 12/22/2022 18:29:41 pm UTC 136.226.55.10 SignNow Web Application Document Saved daena_ho@yahoo.com 12/22/2022 18:29:41 pm UTC 12/22/2022 18:29:41 pm UTC 136.226.55.10 SignNow Web Application Viewed the Document daena_ho@yahoo.com 12/22/2022 18:30:20 pm UTC 12/22/2022 18:30:19 pm UTC 23.111.255.233 SignNow Web Application Document Downloaded alantruex@vibesolar.com 12/29/2022 19:24:42 pm UTC 12/29/2022 19:24:40 pm UTC 107.115.41.135 SignNow Web Application Document Downloaded alantruex@vibesolar.com 12/29/2022 20:59:49 pm UTC 12/29/2022 20:59:47 pm UTC 136.179.21.79 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com SINGLE LINE DIAGRAM E-1 120% RULE CALCULATION PER NEC 705.12(D)(2)(3) MSP BUSBAR RATING:AMPS MSP BREAKER RATING:AMPS PV BACKFEDING CURRENT:AMPS BUSBAR X 120% - MAIN BREAKER = MAX PV BREAKER 270 - = 70 AC SYSTEM SIZE CALCULATION Module PTC Rating (W)x NO. of Modules x Average Inverter CEC Efficiency = AC System Size x x = 12 (1)#8 AWG CU-THWN-2 EGC 97% (1)#8 AWG CU-THWN-2 EGC PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT .80 4-6 .70 7-9 .50 10-20 # ITEM DESCRIPTION QTY 1 PV MODULE 2 PVC JUNCTION BOX (N)4"x4"x2" UL LISTED WATER TIGHT NEMA TYPE 3 1 7 MAIN SERVICE PANEL (N)MAIN SERVICE PANEL A BUSBAR WITH A MAIN BREAKER 1 3 MICROINVERTERS KEY NOTES: · SOLID BARE G.E.C (FREE-AIR) MOUNTED UNDER ARRAY · PER NEC ARTICLE 690.35 INVERTER GROUND FAULT PROTECTION PROVIDED · ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/IRREVERSIBLE CRIP CONNECTOR, · BACKFED BREAKERS MUST BE LOCATED @ OPPOSITE END OF BUS BAR FROM MAIN BREAKER OR MAIN LUG ON GRID SIDE. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ ' LINE OR LOAD'. · PER CEC 250.65(C): CONDUCTOR SPLICES ONLY ALLOWED WITH COMPRESSION CONNECTORS OR EXOTHERMIC WELDING · ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/IRREVERSIBLE CRIP CONNECTOR, · VERIFY (E) UFER GROUND NEAR MSP. IF (E) UFER IS NOT ACCESSIBLE OR VERIFIABLE, INSTALL A NEW 5/8" Ø X 8' LONG GROUNDING ROD AND BOND SOLAR SYSTEM EQUIPMENT GROUNDING ACCORDINGLY. 2 2 WIRE CHART # MODULE QTY x NEC MULT x MICROINV. OUTPUT AMPS = DESIGN AMPS BREAKER SIZE (A)WIRE TYPE EGC WIRE RATING X TEMP DERATE X CONDUCTOR DERATE = DERATED WIRE CONDUIT SIZE 2 (2)#10 AWG, CU-THWN-2 40 X .71 X 1 = 28.4>= 18.15 3/4" EMT 3 12 X 1.25 X 1.21 =(3)#10 AWG, CU-THWN-2 40 X .91 X 1 = 36.4 >= 3/4" EMT 1 1 3 Branch Circuit : (12) Modules (12)Microinverters 12 12 4 20A 4 ENPHASE COMBINER BOX 1 (N)ENPHASE IQ COMBINER 3 120/240V, NEMA 3R 15A 5 ENPHASE MONITORING 1(N)ENVOY 3G PV MONITORING SYSTEM 6 AC DISCONNECT (N)30A 2P BLADE TYPE 240V NON-FUSIBLE AC DISCONNECT Enphase 5 6 1 3 SYSTEM SIZE: DC STC: SYSTEM SIZE: AC CEC: 3 1 12 X 1.25 X 1.21 =18.15 A (2)#12 AWG, ENPHASE Q CABLE (1)#6 BARE SOLID COPPER GEC 30 X .71 X 1 = 21.3 >= 18.15 IN FREE AIR 12 X 1.25 X 1.21 =18.15 A NEW UPGRADE 120/240V 1P,3W A BUS TOP FED MAIN C/B 7 18.15 18.15 20 20 20 20 225 4.80 KW 4.36 KW 4.36 KW 200 374.95 (N)HANWHA 400 Q.PEAK DUO BLK-G10+400 Voc = 45.30V, Vmp = 37.13V Isc = 11.14A, Imp = 10.77A (N)ENPHASE IQ8+ MICROINVERTERS IQ8PLUS-72-2-US (240V) [SI1]) OPERATING RANGE: = 16V-60V PEAK PWR TRACKING VOLTAGE: =27-45V CEC EFFICIENCY : = 97.0 % ENCLOSURE : NEMA 6 MAXIMUM INPUT CURRENT: = 15 A MAXIMUM OUTPUT CURRENT: = 1.21 A MAXIMUM INPUT POWER: = 235 - 440W+ MAXIMUM OUTPUT POWER: = 290 VA 20 20 0 225 NOTE: AC DISCONNECT IS VISIBLE & LOCKABLE 225 200 200 40 4 8 -4 -#8/3 ROMEX --40 8 EV (N)40A EV OUTLET 1 3213 S Center St 01/27/23 Structural Engineering Letter Date: 11/15/2022 Project Name: Daena Ho Project Address: 3213 S Center St, Santa Ana, CA, 92704 Contractor : Vibe Solar Contractor Address : 1206 Commerce Center Dr #103 Lancaster, CA 93534 Attn : To Whom It May Concern A Field observation of the condition of the existing framing system was performed by an audit team from Vibe Solar. From the Field observation of the property, the existing roof structure observed as follows: Existing roof is supported by 2 x 4 @ 24" rafters at the solar array. The rafters are sloped at approximately 18 degree and have maximum projected horizontal span of 7 feet in between load bearing supports. Design Criteria Applicable codes: 2019 California Building Code ASCE 7-16 Ground Snow Load: 5 psf Roof Dead Load: 20 psf Wind speed: 120 mph Risk Category: II Date Certified and Signed: 11/15/2022 I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the Design Criteria. If you have any questions or concerns please contact us, Engineerinc.io, 303 N Glenoaks Blvd Suite 200 Burbank, CA 91502 (747) 333 - 5991 new@engineerinc.io 3213 S Center St 01/27/23 Date: 11/15/2022 Job Number: 11358 Prepared for : Vibe Solar, 1206 Commerce Center Dr #103 Lancaster, CA 93534 Project.: Daena Ho , 3213 S Center St, Santa Ana, CA, 92704 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Engineerinc.io 303 N Glenoaks Blvd Suite 200 Burbank, CA 91502 (747) 333 - 5991 new@engineerinc.io Date Certified and Signed: 11/15/2022 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 Solar Module Details Module Type HANWHA Module Quantity 12 Module Model Number 400 WATT Design Criteria Code: 2019 California Building Code ASCE 7-16 Live Load (psf)20 Ult Wind Speed (mph)120 Exposure Cat C Ground Snow (psf)5 Structure Geometry Eave Height, he (ft)15 to 20ft Pitch of main roof (deg)18 Building Length, L (ft)51 Building Width, B (ft)56 Roof Area (Module Area) ft2 2856.00 Standoff(i.e., Roof Mount) Spacing Feet 4` Roof Properties Roof Geometry type Gable Roof Roof Type Truss Roof Pitch (deg)18 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 Roofing Type Comp Shingles Sheathing Type 1/2" OSB Board Wood species No. 2, Douglas Fir-Larch Wood Fb (psf)900 Wood Fv (psf)180 Wood E (psf)1600000 Purlin C/C Spacing (in)12 Rafter C/C. Spacing (in.)24 Purlin Section Thickness, b (in.)2 Section Depth, d (in.)4 Rafter Section Thickness, b (in.)2 Section Depth, d (in.)4 Maximum Rafter Span (ft)7 Factors Cd(wind)1.60 Cd(Snow)1.60 CLS 1.15 CM 1 Ct 1 CL 0.75 CF 1.5 Cfu 1 Cv 1 Cr 1 M allowable_wind 413.44 M allowable_snow 297.16 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 Dead Load(psf) Comp Shingles 3.00 psf 1/2" OSB Board 2.00 psf Insulation 2.00 psf Total Roof 1DL 7 psf No. 2, Douglas Fir-Larch 31.00 lb/ft3 Solar Panel DL 3.00 psf Roof 1 Roof_Dist_DL 7.00 psf M_Roof_Dist_DL 2124.52 Def_Roof_Dist_DL 1.26 PV_uni_Dist_DL 3.00 psf M_PV_uni_Dist_DL 10.54 Def_PV_uni_Dist_DL 0.01 Total_Uni_DL 11.00 psf M_Total_DL 2135.06 Def_Total_DL 1.27 Snow Load(psf) Ground Snow Load, pg 5 Importance Factor, Ic 1 Thermal Factor, Ct 1 Exposure Factor, Ce 1 Flat roof snow, pF 5 Slope Factor, Cs 1 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 Sloped Row Snow, ps 5 Uni_Dist_S 5.00 M_uni_Dist_s 30.63 Def_uni_Dist_S 0.02 Wind Load Ultimate Wind Speed 120 Directionality Factor,kd 0.85 Topographic factor 1.00 Velocity pressure exposure factor,kz 0.88 Ground Elevation Factor,ke -0.91 Side Wall Width 56 Median Roof Height -46.19 Velocity pressure,qz 27.57 External Pressure Up,GCp_1 -0.38 External Pressure Up,GCp_2 -0.56 External Pressure Up,GCp_3 -0.9 External Pressure Down,GCp 0.12 Design Pressure Up,p_1 -8.76 Design Pressure Up,p_2 -12.91 Design Pressure Up,p_3 -20.74 Design Pressure Up,p 2.77 Uni_Dist_W_up -20.74 M_uni_Dist_W_up -127.03 Def_uni_Dist_W_up -0.08 Uni_Dist_W_down 2.77 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 M_uni_Dist_W_down 16.97 Def_uni_Dist_W_down 0.01 Lag Screw Uplift Check (ASD) 5/16" Lag Screw Withdrawl value 205.00 lb/in Lag Screw Penetration 2.50 in Roof1 0.6D+0.6W(up z1)1451.556 > 512.5 Roof1 0.6D+0.6W(up z2)1449.066 > 512.5 Framing Check (ASD): Roof1 uni 1.0D+0.6W 2145.24 > 413.44 Lag Screw Penetration 2165.67 > 413.44 Roof1 0.6D+0.6W(up z1)2165.69 > 297.16 Roof1 0.6D+0.6W(up z2)1204.82 > 413.44 Seismic Check: Wood 5.00 psf 2x4 Studs @ 16"2.00 psf Gypsum 3.00 psf Misc(insulatioon,etc)2.00 psf Total wall DL 12.00 psf Total Wall Area (Approx)2800.00 ft2 Total Wall W 33600 lbs Total Roof DL 7.50 psf Total Roof Area (Approx)1413.09 ft2 Total Roof W 10598.175 lbs 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 OK PV Panel W 3.00 psf Area of panel 240.00 ft2 Total Roof W 624.44 lbs % increase=(Wadditional)/Wexisting 1.51% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and Engineerinc assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. Prior to the commencement of work, the contractor shall verify the existing roof and framing conditions. Notify Engineerinc and the engineer of record of any Discrepancies prior to starting construction. Prior to the commencement of work, the contractor shall inspect framing for any damage such as water damage, cracked framing, etc. and notify the E.O.R. if any issues are found.These plans/calculations are stamped for structural code compliance of the roof framing supporting the proposed PV installation reference only. These plans/calculations are not stamped for water leakage. PV modules, racking, and attachment components must follow manufacturer guidelines and requirements. 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (747)333-5991 | new@engineerinc.io 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com VICINITY MAP SCALE: NTS PV SOLAR SYSTEM DETAILS ELECTRICAL INFORMATION: NEW MAIN SERVICE PANEL BUS SIZE: A MAIN SERVICE BREAKER : A MOUNTING SYSTEM: BUILDING INFORMATION: CONSTRUCTION TYPE: V-B OCCUPANCY: R3 ROOF: SYSTEM SIZE: DC STC: SYSTEM SIZE: AC CEC: SOLAR MODULES: ( ) SATELLITE VIEW SCALE: NTS MAIN 3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED 4. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 5. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. 6. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 7. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT. 8. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE WIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. 9. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 10. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK PHOTOVOLTAIC NOTES: 1. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED AND IDENTIFIED BY RECOGNIZED ELECTRICAL TESTING LABORATORY 2. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS 3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. 5. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. 4. SOLAR INVERTER SHALL BE LISTED TO UL1741. 6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM PHYSICAL DAMAGE. 7. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED. 8. INVERTER IS EQUIPED WITH INTEGRATED GFDI, THUS PROVIDING GROUND FAULT PROTECTION 9. ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED 10. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. 11. A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING, AC GROUNDING AND BONDING BETWEEN AC AND DC SYSTEMS. 12. NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF RACEWAYS. GENERAL NOTES 1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY 2. OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED OR BETTER 12 : 2 X 4 @ 24" O.C. COMP SHINGLE INVERTERS: ( ) ROOF PLAN SINGLE LINE DIAGRAM ATTACHMENT LAYOUT SIGNAGE RSD DATA SHEET INVERTER DATA SHEET 1 INDEX 2 3 4 5 6 7 8 9 10 SITE PLAN MODULE DATA SHEET RACKING DATA SHEET ATTACHMENT DATA SHEET11 ECB DATA SHEET THE INSTALLATION OF SOLAR ARRAYS AND PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA GREEN BUILDING STANDARD CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA ENERGY CODE 2016 INTERNATIONAL PROPERTY MAINTENANCE CODE ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING AGENCIES 12 13 RACKING CLASSIFICATION MONITORING PAGE 12 4.80 KW 4.36 KW 225 200 TRUSS Hanwha 400 watt Enphase IQ8+ Microinverters IRONRIDGE Date Certified and Exp. Date : 3/31/2024 Signed:11/15/2022 Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of California. License No. ____________, Expiration Date: _______________ 88083 03/31/2024 G PV.0 Cover page 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# 101113577 Elec# 20178517 Issued 01/25/23 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com ROOF PLANPV.1 INDEX (N)Main Service Panel Roof Face Area: 1466 Total Module Area: 216 14.73% of Roof Coverage (N)AC Disconnect (N)Enphase Combiner Box (N)Junction Box (N)Microinverter (N)Solar Module Conduit Setback MSP AC ECB JB Romex Note: Romex to EV outlet will run through attic (N)EV OutletEV 3' fi r e se t b a c k 18'' fire setback S C e n t e r S t ECB AC MSP JB Solar PV Array 12 - Hanwha 400W Modules 12 - IQ8+ Microinverters Pitch: 18 Deg Orientation: 180 Deg Gas Gate Fence EV SCALE: 1/8" = 1'-0" S 180 ° E 90 ° W 270 ° N 0° 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com SIGNAGEPV.2 1 2 (STICKER TO BE LOCATED ON CONDUIT WITH DC CURRENT EVERY 4' HORIZONTALLY OR 10' VERTICALLY AND 1' FROM EACH SIDE OF A BEND) 3 4 10 (TO BE LOCATED ON SUB-PANEL ONLY WHEN SUB-PANEL IS DEDICATED FOR PV ONLY) 5 6 7 8 (STICKER LOCATED INSIDE PANEL NEXT TO SOLAR BREAKER) 9 (STICKER LOCATED INSIDE PANEL BELOW PV BREAKER) PV ARRAY J BOX PV SUB-PANEL *if applicable SUB-PANEL *if applicable AC DISCONNECT *if applicable METER MAIN SERVICE PANEL 2 1 5 6 8 7 9 6 8 7 9 6 6 8 7 9 12 (STICKER LOCATED ON THE PV SUB PANEL) 10 11 (STICKER LOCATED ON THE MAIN SERVICE PANEL) 11 CAUTION AUTHORIZED SOLAR PERSONNAL ONLY! CAUTION SOLAR DC CURRENT PRESENT DURING DAYLIGHT HOURS WARNING! ELECTRIC SHOCK HAZARD. IF GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. WARNING! ELECTRIC SHOCK HAZARD. DO NOT TOUCH THE TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. PV LOAD CENTER SIZED FOR PV BREAKERS ONLY OR RENDERED UNABLE TO ACCEPT ANY ADDITIONAL LOADS. PV SUB-PANEL ONLY AC DISCONNECT AC PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT: MAX NOMINAL AC OPERATING VOLTAGE: Vac THIS PANEL FED BY MULTIPLE SOURCES (UTILITY & SOLAR) SOLAR WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUT DOWN Permanent directory or plaque providing location of service disconnecting means and photovoltaic system disconnecting means, if not located at the same location. (Plaques shall be metal or plastic, with engraved or machine printed letters, or electro-photo plating, in a contrasting color to the plaque. Plaques shall be permanently attached to the equipmenq or in the required location using an approved method that is suitable to withstand the environment to which it is exposed. Plaques and signage shall meet legibility, defacemet, exposure and adhesion requirements of Underwriters Laboratories marking and labeling system 969(UL969). MARKINGS, LABELS AND WIRING SIGNS A. Purpose: Provide emergency responders with appropriate warning and guidance with respect to isolating solar electric system. This can facilitate identifying energized electrical lines that connect solar panels to the inverter, as these should not be cut when venting for smoke removal B. Main Service Disconnect. 1. Residential buildings - The marking main be placed within the main service disconnect. The marking shall be placed outside cover if the main service disconnect is operable with the service panel closed. 2. Commercial buildings - Tha marking shall be placed adjacent to the main service disconnect clearly visible from the location where the level is operated 3. Markings: Verbiage, Format and Type of Material. a. Verbiage: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED b. Format: White lettering on a red background. Minimum 3/8 inches letter height. All letters shall be capitalized. Arial or similar font, non bold. c. Material: Reflective, weather resistant material suitable for the environment (use UL - 969 as standard for weather rating). Durable adhesive materials meet this requirement. C.Marking Requirements on DC conduit, raceways, enclosures, cable assemblies, DC combiners and junction boxes: 1. Markings: Verbiage, Format and Type of Material. a. Placement : Markings shall be placed every 10 feet on all interior and exterior DC conduits, raceways, enclosures, and cable assemblies, at turns, above and for below penetrations, all DC combiners and junction boxes b. Verbiage: CAUTION: SOLAR CIRCUIT Note: The format and type of material shall adhere to "V. V-3b, c" of this requirement. c. Inverters are not required to have caution markings 1.Marking is required on all interior and exterior DC conduit raceways,enclosures,cable assemblies,and junction boxes,combiner boxes and disconnects. 2.The materials used for marking shall be reflective,weather resistant material suitable for the environment. Minimum 3/8 "letter height; all upper case letters Arial or similar font; Red background with white lettering. 3.Marcking shall contain the words: WARNING : PHOTOVOLTAIC POWER SOURCE. 4.Marking shall be placed adjacent to the main service disconnect in a location clearly visible from the location where the disconnect is operated CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: N 0 ° S 180 ° E 90 ° W 270 ° 13 \\DESKTOP-3P3QVP3\Shared Folder\DATASHEETS\NEW\Rapid Shutdown Label for CA\asdad.jpg (RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM) SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS 18.15 240 SERVICE POINT & UTILITY METERINGAC DISCONNECT ENPHASE COMBINER You Are Here SOLAR PV ARRAY EV OUTLET 3213 S Center St 01/27/23 MONITORING PAGE Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com PV.3 180°AZIMUTH ±18° SLOPE 3213 S Center St 01/27/23 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 3213 S Center St. Santa Ana, CA 92704 Vibe Solar 1036012           Ani Quintanilla (818) 625-5896 ani@vibesolar.com 11/29/22 3213 S Center St 01/27/23 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com ATTACHMENT LAYOUTS-1 1. 2. 3. Roof attachment hardware to be mounted to existing structure ( ) with 48" O.C.rail spans less. 4. Lag bolts are 5/16" X 3.5" stainless steel with 2.5" minimum embedment into the center of the roof 5. Roof sheathed with 1/2" plywood and upper surface is faced with felt paper. Finished roof surface is One layer of . 2 X 4 @ 24" O.C. COMP SHINGLE RAIL ATTACHMENT MODULE WEIGHT (lbs) # OF MODULES TOTAL MODULE WEIGHT (lbs) RACK WEIGHT (lbs) TOTAL SYSTEM WEIGHT (lbs) # OF STANDOFFS MAX SPAN BETWEEN STANDOFFS (in) LOADING PER STANDOFF (lbs) TOTAL AREA (sq.ft.) LOADING (PSF) 582 116.4 726.96 24 48 30.25 3.36 216 MICROINVERTERS WEIGHT (lbs)28.56 12 SOLAR MODULE Blocking Maximum 6" 2 X 4 @ 24" O.C. Roof Face Area: 1466 Total Module Area: 216 14.73% of Roof Coverage TRUSS TRUSS 48.5 Ironridge Racking System Ironridge FlashFoot2 Attachment PV MODULE FRAME IRONRIDGE RAIL DETAIL, END CLAMP FRONTB IRONRIDGE STOPPER SLEEVE IRONRIDGE UNIVERSAL FASTENING OBJECT PV MODULE FRAME IRONRIDGE RAIL DETAIL, END CLAMP PLANB IRONRIDGE STOPPER SLEEVE IRONRIDGE UNIVERSAL FASTENING OBJECT PV MODULE FRAME IRONRIDGE RAIL DETAIL, MID CLAMP FRONT C IRONRIDGE UNIVERSAL FASTENING OBJECT PV MODULE FRAME DETAIL, MID CLAMP PLANC IRONRIDGE UNIVERSAL FASTENING OBJECT IRONRIDGE RAIL IRONRIDGE FLASHFOOT2 A IRONRIDGE RAIL PV MODULE CB D IRONRIDGE STOPPER SLEEVE IRONRIDGE UNIVERSAL FASTENING OBJECT IRONRIDGE FLASHFOOT2 IRONRIDGE UNIVERSAL FASTENING OBJECT (E) ROOF MEMBRANE IRONRIDGE FLASHFOOT2 IRONRIDGE RAIL PV MODULE, BY OTHERS (E) BUILDING STRUCTURE (E) ROOF MEMBRANE IRONRIDGE FLASHFOOT2 IRONRIDGE RAIL PV MODULE, BY OTHERS (E) BUILDING STRUCTURE DETAIL, FLASHFOOT2 SIDEA DETAIL, FLASHFOOT2 FRONTD 5/16" STAINLESS STEEL LAG SCREW MIN. 2.5" EMBED INTO FRAMING MEMBER FRONT VIEW SIDE VIEW (E) RAFTERS 3.0 12.0 4.50 9.0 3.67 3.56 1.02 IRONRIDGE ATTACHMENT AND RACKING DETAILS Date Certified and Exp. Date : 3/31/2024 Signed:11/15/2022 Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of California. License No. ____________, Expiration Date: _______________ 88083 03/31/2024 G Prior to the commencement of work, the contractor shall verify the existing roof and framing conditions. Notify new@engineerinc.io of any Discrepancies prior to starting construction. Prior to the commencement of work, the contractor shall inspect framing for any damage such as water damage, cracked framing, etc. and notify new@engineerinc.io if any issues are found. These Plans are stamped for structural code compliance of the roof framing supporting the proposed PV installation reference only. These plans are not stamped for water leakage. PV modules, racking, and attachment components must follow manufacturer guidelines and requirements. 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com SITE PLANS-2 INDEX (N)Solar Module (N)AC DisconnectAC (N) Enphase Combiner BoxECB (E) Main Service PanelMSP (N)EV OutletEV 102' 55'-4" 102' 55'-4" 14'-7" 44'-9" 29'-11" 37'-4" S C e n t e r S t Driveway ECB AC MSP PROPERTY LINE Gas Gate Fence EV SCALE: 3/32" = 1'-0" S 180 ° E 90 ° W 270 ° N 0°Date Certified and Exp. Date : 3/31/2024 Signed:11/15/2022 Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of California. License No. ____________, Expiration Date: _______________ 88083 03/31/2024 G 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com 8 MODULE DATA SHEET 3213 S Center St 01/27/23 RSD DATA SHEET Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com 9 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com 10 RACKING DATA SHEET 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com 11 ATTACHMENT DATA SHEET 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com 12 ECB DATA SHEET 3213 S Center St 01/27/23 Project Name: Daena Ho Property address: 3213 S Center St Santa Ana, CA 92704 APN:41209134 DATE:11/07/2022 CONTRACTOR Vibe Solar Lic #: 1036012 Lic class: C-10 Address: 1206 Commerce Center Dr #103 Lancaster, CA 93534 Phone number: (661) 485-5000 E-mail: xiomara@vibesolar.com RACKING CLASSIFICATION13 3213 S Center St 01/27/23