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Home My WebLink About1925 W Pendleton Ave - 101112157 - PlanPR O J E C T : DRAWN BY: DATE: E1 SHEET NUMBER: REV DATE: REV NO:0 CORRECTED BY:---- 8/30/22 Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 PR O J E C T : DRAWN BY: DATE: E1 SHEET NUMBER: REV DATE: REV NO:0 CORRECTED BY:---- 8/30/22 Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 T R I N H T H I L E 71 4 - 3 7 6 - 4 6 9 9 19 2 5 W P E N D L E T O N A V E S A N T A A N A , C A 9 2 7 0 4 NTS SHEET INDEX:VICINITY MAP SCOPE OF WORK: INSTALLATION OF (23) PANASONIC EVP380 & (23) ENPHASE IQ8PLUS-72-2-US, (8.74 KW DC PHOTOVOLTAIC SYSTEM) Main Panel Upgrade / Main Breaker Downgrade: YES OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE: V-B UNSPRINKLERED AHJ: CITY OF SANTA ANA TRINH THI LE 8.74 kW DC SOLAR PHOTOVOLTAIC SYSTEM 1925 W PENDLETON AVE, SANTA ANA , CA 92704 E1 - COVER AND NOTES E2 - LABELS AND PLACARD E3 - PROPERTY PLAN E4- ROOF PLAN AND STRUCTURE E5 - ELECTRICAL E6- GROUNDING SPECS GENERAL NOTES: 1. THIS SYSTEM COMPLIES WITH THE 2019 CRC, 2019 CBC, 2019 CFC, AND THE 2019 CEC. 2. THE SYSTEM WILL NOT BE TURNED-ON UNTIL THE SERVING UTILITY COMPANY HAS BEEN NOTIFIED. 3. THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT LESS THAN 4 PSF. 4. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 40 LBS. 5. ALL PV EQUIPMENT IS LISTED BY A RECOGNIZED TESTING LAB. INVERTERS ARE UL 1741 COMPLIANT. 6. THE BACKFED BREAKER WILL BE LOCATED AS FAR AS POSSIBLE FROM MAIN BREAKER ON THE BUS 7. CONDUCTORS ARE 75° C RATED . 8. ANY CONDUCTORS EXPOSED TO SUNLIGHT ARE LISTED AS SUNLIGHT RESISTANT. 9. IF DC CONDUCTORS ARE RUN INSIDE THE BUILDING, THEY WILL BE CONTAINED IN A METAL RACEWAY. 10. ANY CONDUCTORS BETWEEN SEPARATE ARRAYS ON THE ROOF WILL BE PROTECTED IN CONDUIT. 11. THE EQUIPMENT GROUNDING CONDUCTOR ON THE ROOF WILL BE PROTECTED FROM PHYSICAL DAMAGE. IT WILL BE TUCKED NEATLY UNDER THE MODULES AND RAILS AND SECURED IN PLACE. 12. THE MODULES WILL BE ATTACHED TO THE EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 13. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES ARE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS. 14. CLEARANCES AROUND ALL ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 15. SOLAR MODULES WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 16. IN EXISTING ELECTRICAL SYSTEMS THAT USE ONLY ONE GROUNDING ( NOT UFER ) ELECTRODE ROD, AN ADDITIONAL GROUNDING ELECTRODE (I.E. DRIVEN ROD) SHALL BE PROVIDED PER (NEC 250.50) .GROUNDING ELECTRODE SYSTEM INSTALLATION PER 250.53(B )IF DRIVEN ROD. IF COLD WATER BONDING IS AVAILABLE WITHIN 5' FEET FROM POINT OF ENTRANCE TO THE BUILDING, THEN COLD WATER BONDING SHALL BE PERMITTED TO BE USED AS A CONDUCTOR TO INTERCONNECT ELECTRODES THAT ARE PART OF THE GROUNDING ELECTRODE SYSTEM. 250.68 (C)(1 . 17A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA REGULATIONS. BLDG # 101112157 ISS. 12/15/2022 ELEC # 20178249 ISS. 12/15/2022 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. 1925 W Pendleton Ave - 10111215712/16/22 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. 1925 W Pendleton Ave - 10111215712/16/22 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. 1925 W Pendleton Ave - 10111215712/16/22 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                                                          AMERICAN ARRAY SOLAR Trinh Thi Le Rooftop Solar2021 LAS POSITAS CT SUITE 129 LIVERMORE CA 94551 1925 W Pendleton Ave, Santa Ana, CA 92704 925-453-6913 8.065 kW 1925 W Pendleton Ave - 10111215712/16/22 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 13 AMERICAN ARRAY SOLAR 2021 LAS POSITAS CT SUITE 129 LIVERMORE CA 94551 Trinh Thi Le Rooftop Solar 8.065 kW 1925 W Pendleton Ave, Santa Ana, CA 92704 925-453-6913 1925 W Pendleton Ave - 10111215712/16/22 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: SIGNSSEE 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 AMERICAN ARRAY SOLAR 2021 LAS POSITAS CT SUITE 129 LIVERMORE CA 94551 925-453-6913 Trinh Thi Le Rooftop Solar 1925 W Pendleton Ave, Santa Ana, CA 92704 8.065 kW 1925 W Pendleton Ave - 10111215712/16/22 1925 W Pendleton Ave - 10111215712/16/22 -+-+-+-+ STRING 2 MODULES ==== ENVOY COMBINER BOX A 2P PV BACKFEED (N) A 2P PV BACKFEED (N) ~ = ~ = ~ = ~ WEATHERPROOF J-BOX/ WIRE TRANSITION POINT NEMA 4X [A] [B] 3/4" EMT Conduit (4) #10 AWG THWN-2 Wire (1) #8 AWG THWN-2 EGC/GEC -+-+-+-+ STRING 1 MODULES ==== ~ = ~ = ~ = ~ [A] 13 10 GEC#4 240V From Utility GEC IN AC EQUIPMENT GROUNDING BUS, IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE CONFIRM ON SITE UFER GROUNDING OR) SHOULD BE TWO SEPARATE GROUND RODS MIN 6'-00" IN BETWEEN (N)40A/2P PV BREAKER - +-+ - + -+ STRING 2 MODULES == == ENVOY COMBINER BOX A 2P PV BACKFEED (N) A 2P PV BACKFEED (N) ~ = ~ = ~ = ~ [A] - +-+ - + -+ STRING 1 MODULES == == ~ = ~ = ~ = ~ MONITORING [A] (C) MIN. 3/4" EMT (3) THWN-2 #8 OR EQ (1) GEC/EGC THWN-2 #8 60A NON-FUSED AC DISCONNECT 15A 20 20 (E) LOADS (E) LOADS (E) LOADS (N) Rooftop Array PANASONIC EVP380 ENPHASE IQ8PLUS-72-2-US Rooftop Array PANASONIC EVP380 ENPHASE IQ8PLUS-72-2-US Wires in free air Q CABLE (2) #12 AWG THWN-2 Wire & NOTE: USE IRONRIDGE INTEGRATED GROUNDING TO GROUND ALL MODULES, JUNCTION BOXES AND ANY OTHER METAL PARTS AND GROUND LUGS WITH #6 AWG SOLID COPPER WHERE NEEDED (E) 100 A MAIN SERVICE PANEL FED FROM ROOF SERVICE DROP WILL BE UPGRADED TO (N)200A MAIN SERVICE PANEL (N)200A MAIN BREAKER END FED (N)40A/2P PV BREAKER WILL BE INSTALLED ON THE OPPOSITE END OF MAIN BREAKER ---- S A N T A A N A , C A 9 2 7 0 4 1 9 2 5 W P E N D L E T O N A V E 71 4 - 3 7 6 - 4 6 9 9 E5 SHEET NUMBER: DRAWN BY: DATE:8/30/22 T R I N H T H I L E PR O J E C T : Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 ELECTRICAL LINE DIAGRAM 1925 W Pendleton Ave - 10111215712/16/22 End Clamp Grounding Mid Clamp Ground Lug Internal Splice (Rail Connection) Fault Current Ground Path Minimum 10 AWG Copper Wire ---- S A N T A A N A , C A 9 2 7 0 4 1 9 2 5 W P E N D L E T O N A V E 71 4 - 3 7 6 - 4 6 9 9 E6 SHEET NUMBER: DRAWN BY: DATE:8/30/22 T R I N H T H I L E PR O J E C T : Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 GROUNDING DETAIL 1925 W Pendleton Ave - 10111215712/16/22 1925 W. PENDLETON AVE. SANTA ANA, CA 92704 LE, TRINH THI Prepared For: AMERICAN ARRAY SOLAR 2021 LOS POSITAS COURT #129 LIVERMORE, CA 94551 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2019 / 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. 9/13/2022 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 1925 W Pendleton Ave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`abcbdefgdhijhklgbjabcbmnon`cbpfbkgliqdglgbrcfrklflsbijsbigdgrgabtlfebdrcliqjbfhiblghrifhibdsljbjechiugabvehfjhiu krjbljrwghriwcrkbddxydbcddarefjkriphcsliqregwegrvglhibjpcrsgahdgrrfzhgagabfrklf{egarchgq|lthiu}echdjhkghrivbprcb wcrkbbjhiuzhgajbdhuix ~fbldbirgbgalggab{`|llcjdvqrklghrizbvdhgbzhffirgvbewjlgbjgrdewwrcg{xhijregzaqx FI>M<FD;= "--"-5\0- 28(!-!---%"--#- - 28(5"" -!--"!!"!--"%--!5-"-\--5%--%""-"- -"%--!--5-50-%--"#"#- 889!---%,---# !-5--!"#--\-0-!#%\55-%-----%%,- --# !!-5##-5-\-5-"%-#""--\-5!!!"% /"--5\---%---"-0---5 !!\--" ¡¢ £¤¥¤¤¤ 1925 W Pendleton Ave - 10111215712/16/22 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope  = 23 ° Roof Shape Hip Tributary Width s = 4.00 ft Tributary Length l = 2.83 ft Effective Area A e = 11.30 ft2 Height of Structure h = 15 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 35 ft Building Length L = 55 ft Zone Width a = 3.5 ft Elevation Height zg = 51 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 q z = 0.00256KzKztKdKeV 2 = 16.64 psf Solar Array Pressure Equalization a = 0.79 Array Edge Factor E = 1.50 Zone GCp p = qz(GCp)(E)(a) 3 1.99 -39.51 3r - - 3e - - 2 - - 2r 1.99 -39.51 2e 1.99 -39.51 2n - - 1 1.39 -27.58 1'- - 1925 W Pendleton Ave - 10111215712/16/22 LAG SCREW ANALYSIS Loads Wind Pressures qz = -39.51 psf Solar Panel Load QD = 3 psf Panel Length l = 5.650 ft Panel Width b 3.3333 ft Attachment Spacing s = 4 ft Portrait Tributary Area At = 11.30 ft2 Wind Load P W = qz * At = -446 lbs Dead Load P D = Q D * At = 33.9 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -248 lbs Landscape Tributary Area At = b * s = 6.6667 ft2 Wind Load P W = qz * At = -263 lbs Dead Load P D = Q D * At = 20 lbs Uplift Pa = 0.6 P D + 0.6 Pw = -146 lbs Lag Screw 5/16" x 5" Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch) Diameter of Lag Screw D = 5/16 in Withdraw Design /in 1800*SG 3/2 *D 3/4 = 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' = 0.23 < 1 OK 1925 W Pendleton Ave - 10111215712/16/22 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope  = 23 ° Roof Shape Hip Tributary Width s = 2.00 ft Tributary Length L = 16.42 ft Effective Area A = L ( MAX [ s , L/3] ) = 90 ft2 Height of Structure h = 15 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 35 ft Building Length L = 55 ft Zone Width a = 3.5 ft Elevation Height zg = 51 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 q z = 0.00256KzKztKdKeV 2 = 16.64 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p = q z [(GCp) - (Gcpi)] 3 1.58 -29.28 3r - - 3e - - 2 - - 2r 1.58 -29.28 2e 1.58 -29.28 2n - - 1 0.87 -17.43 1' - - 1925 W Pendleton Ave - 10111215712/16/22 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter N A = Span : Orientation Lenght (ft) : Dead Load Roof Material: Q D = 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 U W = 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 C M = 1 Ct = 1 Cr= CF = fb = psi C fu =C i = Breadth b = in Depth d = in Section Modulus Sx = bd 2 / 6 = in3 Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015 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 Tile 0.192 637 180 1.6 2153 psi D+0.45W+0.75S 156 psi 0.07 OKAY 1.6 2153 psi D+0.45W+0.75Lr 156 psi 0.07 OKAY 1.6 2153 psi 0.180 679 120 1600 20.80 0.6D+0.6W 629 psi 0.29 OKAY 1.15 1547 psi D+S 692 psi 0.45 OKAY OKAY 1.25 1682 psi D+Lr 713 psi 0.42 OKAY DCR 0.9 1211 psi D 692 psi 0.57 7.56 1346 CD Fb' = C D * F b ASD Load Ma * S x 2x6 1.15 1.3 16.42 14.30 16.42 900 1.50 5.50 436 449 436 397 98 98 0 0.0 0 3 0 0 0.0 Portrait 3 0.0 Portrait 0 0.0 0.0 AT (ft 2) 11.3 6.6667 pd (lbs) 33.9 -331 p w (lbs) ps (lbs) 0 14.30 40 0.0 0.0 0.0 0.0 0 0.0 Portrait 0 0.0 20 -195 0 0 0.0 Portrait 0 0.0 0.0 0 0.0 34 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 5.25 10.17 0.00 0.00 1.00 Portrait 3 9.4 33.9 17.00 -29.28 DF-L No. 2 4 j lj (ft) pd,j (lbs) pw,j (lbs) ps,j (lbs) Portrait 1 3.7 33.9 -331 0.0 7.9 33.9 -331 -331 0.0 4 13.6 33.9 -331 0.0 ൌ ሺ െ ሻ െ െ െ ‐600.0 ‐400.0 ‐200.0 0.0 200.0 400.0 600.0 0.000 5.000 10.000 15.000 20.000 1925 W Pendleton Ave - 10111215712/16/22 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model Panasonic Panel Weight Wpanel = 43 lbs Number of Panels NPV = 23 Total PV System Weight W PV = Wpanel * NPV = 989 lbs Existing Roof Weight Roof Weight QD =17.0 psf Building Length Lbuild =55 ft Building Width W build =35 ft Roof Area Abuild =1925 ft2 Building Perimeter Pbuild = 180 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Qint = 10 psf Roof Load Wfloor = Abuild * QD = 32725 lbs Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 20425 lbs Total Story Weight Wbuild = Wfloor + Wwall = 53150 lbs Percentage Weight Increase WPV / Wbuild = 1.86%< 10% OKAY 1925 W Pendleton Ave - 10111215712/16/22 MPAC I MPACI ---- S A N T A A N A , C A 9 2 7 0 4 1 9 2 5 W P E N D L E T O N A V E 71 4 - 3 7 6 - 4 6 9 9 E2 SHEET NUMBER: DRAWN BY: DATE:8/30/22 T R I N H T H I L E PR O J E C T : Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 SIGNAGE FORMAT: ALL LETTERS SHALL BE CAPITALIZED, 3/8" WHITE LETTERING ON RED BACKGROUND, ARIAL OR SIMILAR FONT, NON-BOLD; REFLECTIVE, ON WEATHER- RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING) WILL BE USED; DURABLE ADHESIVE MATERIALS MEET THIS REQUIREMENT. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: To be installed adjacent to the main electrical service: apply only where the jurisdiction require it SANTA ANA , CA 92704 1925 W PENDLETON AVE To be installed adjacent to the main electrical service: COMBINER BOX Main Service Panel SOLAR PANELS M MSPAC J/BARRAY MAIN SERVICE PANEL`AC DISCONNECT JUNCTION BOXEMT CONDUIT RACEWAYS WARNING PHOTOVOLTAIC POWER SOURCE 5 3 4" X 1 1 8" WARNING PHOTOVOLTAIC POWER SOURCE 4" X 3/4" DC JUNCTION BOX 240 27.83 AC - DISCONNECT 1925 W Pendleton Ave - 10111215712/16/22 MP AC I ---- S A N T A A N A , C A 9 2 7 0 4 1 9 2 5 W P E N D L E T O N A V E 71 4 - 3 7 6 - 4 6 9 9 E3 SHEET NUMBER: DRAWN BY: DATE:8/30/22 T R I N H T H I L E PR O J E C T : Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 EXISTING HOUSE SCALE: 1/16" = 1'-0" PROPERTY PLAN 1925 W PENDLETON AVE DRIVE WAY PROPERTY LINE (N) MAIN SERVICE PANEL (N) COMBINER BOX (N) AC DISCONNECT CONDUIT TO BE RUN INSIDE ATTIC WHERE ATTIC ACCESS AVAILABLE.WHERE NO ATTIC ACCESS AVAILABLE CONDUIT TO BE RUN ON BLOCKS MIN. 1" ABOVE ROOF SURFACE AND UNDER EAVES; CONDUIT TO BE PAINTED TO MATCH EXTERIOR/EXISTING BACKGROUND COLOR OF ITS LOCATION; CONDUIT TO BE LABELED AT MAX 10' INTERVALS. CONDUIT RUN(S) AND JUNCTION BOX(S) LOCATIONS MAY CHANGE DUE TO FIELD CONDITIONS. CONDUIT TO BE INSTALLED PER CRC R331.3 Handled AC disconnect is required and "must" be located within 8 feet of main service panel.No part of the structure can be over 18" in height from the roof without an Professional Engineer's stamp. No structure may increase the height of the building by 10% of it's original height. FIRE SETBACKS REQUIRED: to the ridge on all sides of each roof slope where panels/modules are located, Fire department does not count the gable eaves as part of the 3' fire pathway. 3' pathway must be measured from the exterior bearing wall (applies FOR 2:12 ROOFS NOTE: TO PROTECT EMT CONDUIT FROM WEATHER CORROSION USE Paints approved for the purpose. Zinc-rich paints or acrylic, urethane or weather stable epoxy-based resins are frequently used. Oil-based or alkyd paints should not be used. Surface preparation is important for proper adherence. For best results, the conduit / EMT should be washed, rinsed and dried. It should not be abraded, scratched or blasted since these processes could compromise the protective zinc layer. A compatible paint primer or two coats of paint adds protection 3' FIRE SETBACK ON VERY WELL STRUCTURED AREA .WITH NO OVER HANG ( 23 ) (N)PANASONIC 380 INSTALLED FLUSHED ON ROOF SURFACE WITH 180° AZ & 270° AZ AND 90°AZ ROOF TILT 23° 433.09 FT² OVER SINGLE STORY HOUSE WITH CLAY TILE ROOF . 7' - 7 " 5'-6" 3' 9'-8" 7' - 1 1 " 5' 32 ' - 3 " 5' 1925 W Pendleton Ave - 10111215712/16/22 MP AC I ---- S A N T A A N A , C A 9 2 7 0 4 1 9 2 5 W P E N D L E T O N A V E 71 4 - 3 7 6 - 4 6 9 9 E4 SHEET NUMBER: DRAWN BY: DATE:8/30/22 T R I N H T H I L E PR O J E C T : Am e r i c a n A r r a y S o l a r 2 0 2 1 L a s P o s i t a s C o u r t # 1 2 9 L i v e r m o r e C A 9 4 5 5 1 84 4 3 4 S O L A R Li c # 9 9 3 4 6 7 C - 1 0 & C 3 9 SCALE: 1/8" = 1'-0" ROOF STRUCTURE NOTES *ROOF IS CLAY TILE *MODULES FLUSHED WITH 5" FORM ROOF SURFACE * RAFTERS 2X6@ 24"O.C. (CONFIRM ON SITE RAFTERS SIZE AND SPAN MATCH WITH TABLE 2.0) *ATTACHMENT SPAN 48" MAX SPAN installer to check all Roof structure info and condition, and insulation for no leak prior to installation 1 0 ' 1 3 ' - 4 " 10' 1 3 ' - 4 " 20'-1" 6' -8 " 1925 W Pendleton Ave - 10111215712/16/22 1925 W Pendleton Ave - 10111215712/16/22 1925 W Pendleton Ave - 10111215712/16/22 1925 W Pendleton Ave - 10111215712/16/22 1925 W Pendleton Ave - 10111215712/16/22 BI 7.2.3-15 Apr-2014, Rev 8 +(; '5,9( 21 6(7 6&5(: 6/,'( 72 '(6,5(' /2&$7,21 %27+ 6,'(6 2) 6/27 6(55$7(' ,7(0 1247< '(6&5,37,21 %$6( 3/$7( 48,&. +22. :,'( 7 0,// /$* 6&5(: +(; +($' [ 66 48,&. +22. 9(57,&$/ 7 0,// 6(7 6&5(: +(; 62&.(7 ; 66 68%)/$6+,1* 48,&. +22. 9 %$6( ; ; 0,// '2 127 6&$/( '5$:,1*6+((7 2) 5$' 6&$/( :(,*+7 5(9 $ 6,=( 7,7/( '$7( '5$:1 %< ',0(16,216 $5( ,1 ,1&+(6 72/(5$1&(6 )5$&7,21$/ 7:2 3/$&( '(&,0$/ 7+5(( 3/$&( '(&,0$/ 35235,(7$5<$1'&21),'(17,$/ 7+( ,1)250$7,21 &217$,1(' ,1 7+,6 '5$:,1* ,6 7+( 62/( 3523(57< 2) 48,&. 02817 39 $1< 5(352'8&7,21 ,1 3$57 25 $6 $ :+2/( :,7+287 7+( :5,77(1 3(50,66,21 2) 48,&. 02817 39 ,6 352+,%,7(' 81/(66 27+(5:,6( 63(&,),(' 40)7+ 48,&. +22.)/$7 7,/( 02817 ®Quick Hook Flat Tile Mount QMFTH Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproong of substrate it is important to make sure the aluminum sub-ashing is properly placed over the base plate and under the course of paper above. If the paper above does not reach, due to layout, place an additional piece of roong paper over the sub-ashing and under the next course of paper above. (See instructions on reverse) Quick Hook USA Failure Test Results Average Ultimate Load Capacities (lbf) in Douglas Fir Conguration Source Document Pullout Compression Shear Parallel to Rafter Shear Perpendicular to Rafter Centered: All base plate sizes with hook positioned directly over the lag screws (see Appendix A & B of referenced report for test setup) AME Report #112640C "Quick Hook USA-Flat Tile Mount" with 1.5 Base Plate This report shows results for Quick Hook USA, both Flat and Curved Tile models, when the hook is posi- tioned directly over the lag screws 876 685 1058 583 Offset 4.5" Base Plate: 4.5" wide base plate with hook positioned at opposite end of base plate from lag screws (see Appendix A & B of referenced report for test setup) AME Report #112640C "Quick Hook USA-Curved Tile Mount with 4.5" Base Plate This report shows results for our Quick Hook USA- Flat Tile Mount 1084 712 1219 532 Offset 6" Base Plate: 6" wide base plate with hook positioned at opposite end of base plate from lag screws (see Appendix A & B of referenced report for test setup) AME Report #112640C "Quick Hook USA-Curved Tile Mount with 6" Base Plate This report shows results for our Quick Hook USA- Curved Tile Mount 1246 692 1341 584 BI 7.2.3-15 Apr-2014, Rev 8 You are now ready for the rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roo ng manufacturers written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufactur- er's specs and instructions prior to touching the roof. Remove the tile at selected location of the mount. Locate and mark the center of the rafter. Quick Hook Flat Tile Mounting Instructions - Rafter Installation Rest the base plate over center of rafter and mark center of holes. Drill two 7/32" pilot holes and ll with sealant compatible with roo ng material. Drive lag screws into rafter through the two holes to a solid, snug t. DO NOT over tighten lag screws, this may compromise their holding strength. Bolt the side-mounted rail of your choice to the hook, using the rail manufacturer's hardware. WARNING: Quick Mount PV products are NOT designed and should NOT be used for anchoring fall protection equipment. Slide hook into position on base plate. The hook must not overhang the side edges of the base plate. Tighten set screw with hex key. Proceed with weatherproo ng using three-course method or lapped paper method.* When using pa- per method, cut a piece of underlayment 18" wide to slide under the course above and over the sub- ashing. If course above is too high, you must use ad- ditional underlayment to ensure proper overlapping. * For more details on underlayment waterproo ng please visit: http://www.quickmountpv.com/tile-waterproo ng Replace the tile above the hook. If necessary, notch the bottom of the tile to make space for the raised hook. Carefully clean the underlayment, then apply bead of compatible sealant in the shape of an upside down U on the backside of the sub- ashing and install ashing over mount. Fasten sub- ashing to deck with one roof- ing nail in each top corner. Do not nail bottom corners. ® Installation Tools Required: stud nder, tape measure, utility knife, 3/32" hex key, drill with 7/32" bit, impact dril with 1/2" socket, caulking gun, one tube of sealant compatible with roo ng materials, roo ng bar, hand broom, stapler, 18" wide piece of underlayment or materials for 3-course method during deck ashing installation. notch The Quick Hook is designed for at and S-shaped curved tiles. Requires roo ng battens. 1925 W Pendleton Ave - 10111215712/16/22 Quick Hook USA Curved Tile Mount QMCTH Additional Dimensions &/5$)7(5 $'-867$%/( /2&$7,21 ; &/($5$1&( )25 +$5':$5( 7+,6 ('*( 72:$5'6 522) 5,'*( 7+,6 ('*( 72:$5'6 522) 5,'*( %$6( 3/$7( ,7(0 68%)/$6+,1* ,7(0 '2 127 6&$/( '5$:,1*6+((7 2) 5$' 6&$/( :(,*+7 5(9 $ 6,=( 7,7/( '$7( '5$:1 %< ',0(16,216 $5( ,1 ,1&+(6 72/(5$1&(6 )5$&7,21$/ 7:2 3/$&( '(&,0$/ 7+5(( 3/$&( '(&,0$/ 35235,(7$5<$1'&21),'(17,$/ 7+( ,1)250$7,21 &217$,1(' ,1 7+,6 '5$:,1* ,6 7+( 62/( 3523(57< 2) 48,&. 02817 39 $1< 5(352'8&7,21 ,1 3$57 25 $6 $ :+2/( :,7+287 7+( :5,77(1 3(50,66,21 2) 48,&. 02817 39 ,6 352+,%,7(' 81/(66 27+(5:,6( 63(&,),(' 40&7+ 48,&. +22. 86$ &859(' 7,/( 02817 ® 3 of 3BI 7.2.3-15 Apr-2013, Rev 6 ©2013 by Quick Mount PV. All rights reserved. 1925 W Pendleton Ave - 10111215712/16/22 To whom it may concern, I, Trinh Thi Le, formally agree to have a 8.740 kW Solar System installed by American Array Solar on my property’s address. Thank you, Trinh Thi Le 1925 W Pendleton Ave, Santa Ana, CA 92704 SIGNATURE:__________________________________ DATE:______________ Trinh Thi Le (Sep 26, 2022 12:46 PDT) Trinh Thi Le 09-26-2022 1925 W Pendleton Ave - 10111215712/16/22 American Array Solar -- Letter Authorizing Installation Final Audit Report 2022-09-26 Created:2022-09-26 By:Mary Raoufi (aasolarinc@gmail.com) Status:Signed Transaction ID: CBJCHBCAABAANZ0d7f_Xs0_s_NqSQgJZeZiI8tAXk4Pr "American Array Solar -- Letter Authorizing Installation" History Document created by Mary Raoufi (aasolarinc@gmail.com) 2022-09-26 - 7:31:37 PM GMT Document emailed to tom.trang@yahoo.com for signature 2022-09-26 - 7:32:04 PM GMT Email viewed by tom.trang@yahoo.com 2022-09-26 - 7:35:33 PM GMT Signer tom.trang@yahoo.com entered name at signing as Trinh Thi Le 2022-09-26 - 7:46:03 PM GMT Document e-signed by Trinh Thi Le (tom.trang@yahoo.com) Signature Date: 2022-09-26 - 7:46:04 PM GMT - Time Source: server Agreement completed. 2022-09-26 - 7:46:04 PM GMT 1925 W Pendleton Ave - 10111215712/16/22