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HomeMy WebLinkAbout1927 W Camden Pl - PlanAttn.: To Whom It May Concern re job: 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. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com 09-07-2022 Page 1 of 8 09-07-2022 Altna Energy Services Attn: ClearSource Accounting 8851 Sandy Parkway, Ste 200. Irma Gonzalez 1927 W Camden Pl, Santa Ana, CA 92704, USA I certify that the roof structure has sufficient structural capacity for the applied PV loads. Code: 2019 California Building Code, ASCE 7-16, Live Load: 20 psf Ult Wind Speed: 110 mph Exposure Cat: C Ground Snow: 0 psf Min Snow Roof: 0 psf 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 Roof Properties: Roof Type = Roof Pitch (deg) = Mean Root Height (ft) = Attachment Trib Width (ft) = Attachment Spacing (ft) = Framing Type = Framing Size = Framing OC Spacing (in.) = Section Thickness, b (in) = Section Depth, d (in) = Section Modulus, Sx (in3) = Deflection Limit D+L (in) = Deflection Limit S or W (in) = Attachments Patter n = Framing Upgrade = Sister Size = Wood Species = Wood Fb (psi) = Wood Fv (psi) = Wood E (psi) = CD (wind) = Cd (snow) = CLS = C M = Ct = CL = C i = CF = Cfu = Cr = F'b wind (psi) = F'b snow (psi) = F'v wind (psi) = F'v snow (psi) = M allowable wind (lb-ft) = M allowable snow (lb-ft) = V allowable wind (lbs) = V allowable snow (lbs) = E' (psi) = Moment of Inertia, lx (in ) = Unsupported Span (ft) = Upper Chord Length (ft) = Page 2 of 8 Shingle 5.0 13.0 3.25 6.0 Rafter 2x8 24.0 1.5 7.2 13.141 47.635 16.0 4.0 2.667 Fully Staggered No NA DF 900.0 180.0 1600000.0 1.6 1.15 1.0 1.0 1.2 1.0 1.15 1987.2 1428.3 288.0 207.0 2176.09 1564.06 2088.0 1500.75 Roof 1 1600000.0 20.0 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 Load Calculation: Dead Load Calculations: Panels Dead Load (psf) = Roofing Weight (psf) = Decking Weight (psf) = Framing Weight (psf) = Misc. Additional Weight (psf) = Existing Dead Load (psf) = Total Dead Load (psf) = Wind Load Calculations: Ultimate Wind Speed (mph) = Directionality Facto r, kd = Topographic Factor, kzt = Velocity Press Exp Factor, kz = Velocity Pressure, qz (psf) = External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = External Pressure Up, GCp_3 = External Pressure Down, GCp = Design Pressure Up, p_1 (psf) = Design Pressure Up, p_2 (psf) = Design Pressure Up, p_3 (psf) = Design Pressure Down, p (psf) = Snow Load Calculations: Ground Snow Load, pg (psf) = Min Flat Snow, pf_min (psf) = Sloped Snow, ps_min (psf) = Snow Importance Factor, Ic = Exposure Factor, Ce = Thermal Factor, Ct = Flat Roof Snow, pf (psf) = Slope Factor, Cs = Sloped Roof Snow, ps (psf) = Page 3 of 8 3.0 3.0 2.0 1.246 1.0 7.246 10.246 110.0 0.85 1.0 0.849 22.351 -1.576 -2.141 -2.881 0.27 -24.305 -33.011 -44.432 16.0 Roof 1 0.0 0.0 0.0 1.0 0.9 1.1 0.0 1.0 0.0 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 Lag Screw Checks: Ref. Withdrawal Value, W (lb/in) = (C m = Ct = Ceg = 1.0) CD = Adjusted Withdrawal Value, W' (lb/in) = Lag Penetration, p (in.) = Allowable Withdrawal Force, W'p (lbs) = Applied Uplift Force (lbs) = Uplift DCR = Ref. Lateral Value, Z (lbs) = (C m = Ct = C Δ = Ceg = 1.0) CD = Adjusted Lateral Value, Z' (lbs) = Applied Lateral Force (lbs) = Angle of Resultant Force, α (deg) = Adjusted Interaction Lateral Value, Z'α (lbs) = Lateral DCR = Page 4 of 8 Roof 1 266.0 0.9 243.0 5.099 1.547 1061.906 0.005 266.0 1.6 425.6 2.5 1064.0 -210.981 0.198 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 Roof Framing Checks: LC1: D+S Force Checks: Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC2: D+0.6W Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC4: 0.6D+0.6W Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = Page 5 of 8 Irma Gonzalez 533.0 196.0 1564.0 1501.0 0.341 0.131 Roof 1 1032.0 380.0 2176.0 2088.0 0.474 0.182 907.0 334.0 2176.0 2088.0 0.417 0.16 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 819.0 302.0 2176.0 2088.0 0.376 0.145 1927 W Camden Pl 11/30/22 LC2: S LC3: W (Down) Deflection Checks (Service Level): LC1: D+L LC4: W (Up) Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Page 6 of 8 0.825 4.0 0.206 0.0 2.667 0.0 0.136 2.667 0.051 0.206 2.667 0.077 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 (Existing W + Additional W)/(Existing W) = Weight Increase: Existing Weight: Total Additional PV Weight (lbs) = Seismic Check: 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. Wall Weight (psf) = Tributary Wall Area (ft2) = Total Wall Weight (lbs) = Roof Weight (psf) = Roof Area (ft2) = Total Roof Weight (lbs) = Total Existing Weight (lbs) = Page 7 of 8 17.0 1000.0 17000.0 7.246 2400.0 17390.625 34390.625 1287.0 1.037 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 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 the engineering consulting firm 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. Page 8 of 8 Irma Gonzalez 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 1927 W Camden Pl 11/30/22 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. 1927 W Camden Pl 11/30/22 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? NYes N 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? NYes N 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? N Yes N 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. ✔ ✔ ✔ Yes, Composite Shingle flashing UNIRAC UNIRAC UL 2703 581.46 14 41.53 72 211 2.76 1927 W Camden Pl 11/30/22 Expedited Permit Process for PV Systems 3 Mi c r o - I n v e r t e r S i t e P l a n &R Q W U D F W R U  1 D P H   $G G U H V V  D Q G  3 K R Q H  %L O O  D Q G  7 H G ¶ V  6 R O D U    ( [ F H O O H Q W  ' U L Y H 6D Q  ' L P D V   & $            6L W H  3 O D Q  IR U  6 P D O O  6 F D O H   6 L Q J O H  3 K D V H  3 9  6 \ V W H P V 6L W H  1 D P H   - R H  D Q G  - D Q H  + R P H R Z Q H U 6L W H  $ G G U H V V       6 X Q Q \ V L G H  6 W    ) R Q W D Q D   & $ 6\ V W H P  $ &  6 L ] H       N :  6 R O D U  $ U U D \ ^/   &^  D  E K t '  E K Z s ^  >  Ed ^ Ă ƚ Ğ ͗    ^,   d ƌ Ă ǁ Ŷ   LJ ͗ Ś Ğ Đ Ŭ Ğ Ě   LJ ͗ CS L B # 1 0 4 9 1 0 8 IR M A G O N Z A L E Z (8 5 5 ) 7 7 5 - 8 7 7 5 C CA L I F O R N I A S T A T E 19 2 7 W C A M D E N P L A Z A , S T A A N A , C A , 9 2 7 0 4 EN E R G Y I N C . 29 0 0 k w A C AD R I A N C O R T E Z A N O J R . CS D - 0 2 5 0 MA R Y G R A C E R A M O S 10 . 0 4 . 2 0 2 2 1927 W Camden Pl 11/30/22 Expedited Permit Process for PV Systems 4 Mi c r o - I n v e r t e r E l e c t r i c a l D i a g r a m Co n t r a c t o r N a m e , Ad d r e s s a n d P h o n e : On e - L i n e S t a n d a r d E l e c t r i c a l D i a g r a m fo r M i c r o - I n v e r t e r P V S y s t e m s Si t e N a m e : Si t e A d d r e s s : Sy s t e m A C S i z e : SI Z E FS C M N O DW G N O RE V E1 . 1 a SC A L E NT S Da t e : SH E E T Dr a w n B y : Ch e c k e d B y : DE S C R I P T I O N O R C O N D U C T O R T Y P E US E - 2 or P V W I R E GE C EG C X A L L T H A T A P P L Y EX T E R I O R C A B L E L I S T E D W / I N V . TH W N - 2 or X H H W - 2 or R H W - 2 GE C EG C X A L L T H A T A P P L Y NO D C G E C I F 6 9 0 . 3 5 S Y S T E M TH W N - 2 or X H H W - 2 or R H W - 2 GE C EG C X A L L T H A T A P P L Y TA G 1 2 3 4 5 CO N D U I T A N D C O N D U C T O R S C H E D U L E CO N D . GA U G E MF G MF G NU M B E R O F CO N D U C T O R S MF G C a b l e MF G C a b l e CO N D U I T TY P E N/ A N/ A N/ A SA M E SA M E CO N D U I T SI Z E N/ A N/ A N/ A SA M E SA M E DE S C R I P T I O N PV D C o r A C M O D U L E DC / A C I N V E R T E R ( M I C R O ) J- B O X ( I F U S E D ) PV A R R A Y AC C O M B . P A N E L ( I F U S E D ) GE N M E T E R ( I F U S E D ) AC D I S C O N N E C T ( I F U S E D ) SE R V I C E P A N E L TA G 1 2 3 4 5 6 7 8 PA R T N U M B E R NO T E S FO R U N U S E D M O D U L E S PU T " N / A ” i n B L A N K A B O V E ϭϭ ϯ Ϯ ϯ EQ U I P M E N T S C H E D U L E Ϯ __ _ _ _ MI C R O - I N V E R T E R S IN B R A N C H - CI R C U I T MO D __ _ _ DC AC MO D __ _ _ DC AC MO D __ _ _ DC AC MO D __ _ _ DC AC MO D __ _ _ DC AC MO D __ _ _ DC AC J- B O X ϰ AC D I S C O M BU I L D I N G GR O U N D I N G EL E C T R O D E G M UT I L I T Y SE R V I C E MA I N S E R V I C E P A N E L MA I N OC P D IN V E R T E R OC P D ϲ ϳ ϴ ϱ ϰ ϱ G SE E G U I D E A P P E N D I X D F O R IN F O R M A T I O N O N M O D U L E A N D AR R A Y G R O U N D I N G AC C O M B I N E R PA N E L G __ _ _ MI C R O - I N V E R T E R S IN B R A N C H - CI R C U I T Q. P E A K D U O B L K M L - G 1 0 + 4 0 0 HA N W H A Q . C E L L S M O D U L E IQ 8 P L U S - 7 2 - 2 - U S ( 2 4 0 V ) EN P H A S E M I C R O I N V E R T E R X- I Q - A M 1 - 2 4 0 - 3 EN P H A S E I Q C O M B I N E R 3 DG 2 2 2 U R B EA T O N 6 0 A 10 N/ A N/ A 10 N/ A N/ A N/ A CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 C CA L I F O R N I A S T A T E 10 A W G 2 EM T 3/ 4 " IR M A G O N Z A L E Z 8 A WG 29 0 0 k w A C 2 19 2 7 W C A M D E N P L A Z A , S T A A N A , C A , 9 2 7 0 4 EN E R G Y I N C . AD R I A N C O R T E Z A N O J R . 10 A W G CS D - 0 2 5 0 2 EM T 3/ 4 " 8 A WG 2 MA R Y G R A C E R A M O S 10 . 0 4 . 2 0 2 2 1927 W Camden Pl 11/30/22 Expedited Permit Process for PV Systems 5 Co n t r a c t o r N a m e , Ad d r e s s a n d P h o n e : No t e s f o r O n e - L i n e S t a n d a r d E l e c t r i c a l Di a g r a m f o r S i n g l e - P h a s e P V S y s t e m s Si t e N a m e : Si t e A d d r e s s : Sy s t e m A C S i z e : SI Z E FS C M N O DW G N O RE V E1 . 2 a SC A L E NT S Da t e : SH E E T Dr a w n B y : Ch e c k e d B y : MA X P O W E R - P O I N T C U R R E N T ( I MP ) MA X P O W E R - P O I N T V O L T A G E ( V MP ) OP E N - C I R C U I T V O L T A G E ( V OC ) SH O R T - C I R C U I T C U R R E N T ( I SC ) MA X S E R I E S F U S E ( O C P D ) MA X I M U M P O W E R ( P MA X ) MA X V O L T A G E ( T Y P 6 0 0 V DC ) VO C T E M P C O E F F ( m V / oC or % / oC ) IF C O E F F S U P P L I E D , C I R C L E U N I T S MO D U L E M A K E MO D U L E M O D E L PV M O D U L E R A T I N G S @ S T C ( G u i d e S e c t i o n 5 ) MA X D C V O L T R A T I N G MA X P O W E R @ 4 0 oC NO M I N A L A C V O L T A G E MA X A C C U R R E N T MA X O C P D R A T I N G IN V E R T E R M A K E IN V E R T E R M O D E L IN V E R T E R R A T I N G S ( G u i d e S e c t i o n 4 ) 1 ) I F U T I L I T Y R E Q U I R E S A V I S I B L E - B R E A K S W I T C H , D O E S T H I S S W I T C H M E E T T H E RE Q U I R E M E N T ? Y E S N O N / A 2) I F G E N E R A T I O N M E T E R R E Q U I R E D , D O E S T H I S M E T E R S O C K E T M E E T T H E RE Q U I R E M E N T ? Y E S N O N / A 3) S I Z E P H O T O V O L T A I C P O W E R S O U R C E ( D C ) C O N D U C T O R S B A S E D O N M A X CU R R E N T O N N E C 6 9 0 . 5 3 S I G N O R O C P D R A T I N G A T D I S C O N N E C T 4) S I Z E I N V E R T E R O U T P U T C I R C U I T ( A C ) C O N D U C T O R S A C C O R D I N G T O I N V E R T E R OC P D A M P E R E R A T I N G . ( S e e G u i d e S e c t i o n 9 ) 5) T O T A L O F _ _ _ _ _ _ I N V E R T E R O U T P U T C I R C U I T O C P D ( s ) , O N E F O R E A C H M I C R O - IN V E R T E R C I R C U I T . D O E S T O T A L S U P P L Y B R E A K E R S C O M P L Y W I T H 1 2 0 % B U S B A R EX C E P T I O N I N 6 9 0 . 6 4 ( B ) ( 2 ) ( a ) ? Y E S N O NO T E S F O R I N V E R T E R C I R C U I T S ( G u i d e S e c t i o n 8 a n d 9 ) : 1 . ) L O W E S T E X P E C T A M B I E N T T E M P E R A T U R E B A S E D O N A S H R A E M I N I M U M M E A N EX T R E M E D R Y B U L B T E M P E R A T U R E F O R A S H R A E L O C A T I O N M O S T S I M I L A R T O IN S T A L L A T I O N L O C A T I O N . L O W E S T E X P E C T E D A M B I E N T T E M P _ _ _ _ oC 2. ) H I G H E S T C O N T I N U O U S A M B I E N T T E M P E R A T U R E B A S E D O N A S H R A E H I G H E S T MO N T H 2 % D R Y B U L B T E M P E R A T U R E F O R A S H R A E L O C A T I O N M O S T S I M I L A R T O IN S T A L L A T I O N L O C A T I O N . H I G H E S T C O N T I N U O U S T E M P E R A T U R E _ _ _ _ oC 2. ) 2 0 0 9 A S H R A E F U N D A M E N T A L S 2 % D E S I G N T E M P E R A T U R E S D O N O T E X C E E D 47 oC I N T H E U N I T E D S T A T E S ( P A L M S P R I N G S , C A I S 4 4 . 1 oC) . F O R L E S S T H A N 9 CU R R E N T - C A R R Y I N G C O N D U C T O R S I N R O O F - M O U N T E D S U N L I T C O N D U I T A T LE A S T 0 . 5 " A B O V E R O O F A N D U S I N G T H E O U T D O O R D E S I G N T E M P E R A T U R E O F 47 oC O R L E S S ( A L L O F U N I T E D S T A T E S ) , a) 1 2 A W G , 9 0 oC C O N D U C T O R S A R E G E N E R A L L Y A C C E P T A B L E F O R M O D U L E S WI T H I s c O F 7 . 6 8 A M P S O R L E S S W H E N P R O T E C T E D B Y A 1 2 - A M P O R S M A L L E R FU S E . b) 1 0 A W G , 9 0 oC C O N D U C T O R S A R E G E N E R A L L Y A C C E P T A B L E F O R M O D U L E S WI T H I s c O F 9 . 6 A M P S O R L E S S W H E N P R O T E C T E D B Y A 1 5 - A M P O R S M A L L E R FU S E . NO T E S F O R A R R A Y C I R C U I T W I R I N G ( G u i d e S e c t i o n 6 a n d 8 a n d A p p e n d i x E ) : OC P D = O V E R C U R R E N T P R O T E C T I O N D E V I C E NA T I O N A L E L E C T R I C A L C O D E ® RE F E R E N C E S SH O W N A S (N E C X X X . X X ) NO T E S F O R A L L D R A W I N G S : SI G N S – S E E G U I D E S E C T I O N 7 SI G N F O R D C D I S C O N N E C T SI G N F O R I N V E R T E R O C P D A N D A C DI S C O N N E C T ( I F U S E D ) No s i g n n e c e s s a r y s i n c e 6 9 0 . 5 1 ma r k i n g o n P V m o d u l e c o v e r s ne e d e d i n f o r m a t i o n AC O U T P U T C U R R E N T NO M I N A L A C V O L T A G E SO L A R P V S Y S T E M AC P O I N T O F C O N N E C T I O N TH I S P A N E L F E D B Y M U L T I P L E SO U R C E S ( U T I L I T Y A N D S O L A R ) No t e s f o r M i c r o - I n v e r t e r E l e c t r i c a l D i a g r a m Q. C e l l s Q. P E A K D U O B L K M L - G 1 0 + 4 0 0 10 . 7 7 A 37 7 . 1 3 V 45 . 3 V 11 . 1 4 A 20 A 40 0 10 0 0 V -4 4 8 . 2 8 EN P H A S E IQ 8 P L U S - 7 2 - 2 - U S ( 2 4 0 V ) 29 0 0 A 29 0 V A 24 0 V 12 . 1 0 A 20 A 29 0 0 24 0 1 ■ ■ ■ 32 . 6 20 A ■ CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 C CA L I F O R N I A S T A T E EN E R G Y I N C . IR M A G O N Z A L E Z 19 2 7 W C A M D E N P L A Z A , S T A A N A , C A , 9 2 7 0 4 29 0 0 k w A C AD R I A N C O R T E Z A N O J R . CS D - 0 2 5 0 MA R Y G R A C E R A M O S 10 . 0 4 . 2 0 2 2 1927 W Camden Pl 11/30/22 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : IR M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C SHEET PROJECT LOCATION AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 VICINITY MAP GENERAL NOTES PVA-0 NOT TO SCALE EN E R G Y S E R V I C E S · ALL WIRING TO BE BRACED BY PHYSICAL DEVICES DESIGNED AND LISTED FOR THIS USE. ·ALL WIRING ON ROOF-TOP SOLAR SYSTEM TO BE PERMANENTLY AFFIXED OFF OF ROOF SURFACE. ·CODE VIOLATIONS PRESENT IN INTERCONNECTION PANEL WILL BE CORRECTED UPON INSTALL. ·SYSTEM TO BE INSTALLED FOLLOWING APPLICABLE CODES. ·RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY POWER. ·SOLAR SYSTEM TO BE MOUNTED TO ROOF USING LISTED MOUNTING SYSTEM HARDWARE. LOADING AERIAL MAP INSTALLERS NOTES PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S JURISDICTIONAL NOTES CODE INFORMATION 2019 CALIFORNIA RESIDENTIAL CODE (CRC) 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA FIRE CODE (CFC) 2019 CALIFORNIA MECHANICAL CODE (CMC) 2019 CALIFORNIA ENERGY CODE (CEnC) ALL PV EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TEST LAB. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. PROJECT DETAILS SYSTEM INFORMATION SYSTEM SIZE: 4.000 kW MODULE MODEL: ( 10 ) Q-CELLS Q.PEAK DUO BLK ML-G10+ 400 OPTIMIZER MODEL: NONE INVERTER MODEL: ( 10 ) ENPHASE IQ8PLUS-72-2-US (240V) BATTERY MODEL: NONE CLIENT INFORMATION NAME: IRMA GONZALEZ ADDRESS: 1927 W CAMDEN PL CITY: SANTA ANA STATE,ZIP: CA 92704 AHJ: CITY OF SANTA ANA ·OCCUPANCY TYPE : R-3/U ·CONSTRUCTION TYPE : V-B ·STRUCTURE TYPE : RESIDENTIAL ·FLOOR AREA : 1775 SQ.FT. ·LOT AREA. : 6002 SQ.FT ·ROOF LIVE LOAD: 20 PSF TYPICAL ·GROUND SNOW LOAD: 0 PSF ·WIND SPEED: 110 MPH ·EXPOSURE CATEGORY: C ·DEAD LOAD SOLAR PANELS/MOUNTING HARDWARE : 3 PSF SOLAR ARCHITECTURAL DRAWINGS SOLAR STRUCTURAL DRAWINGS SOLAR ELECTRICAL DRAWINGS PVA-0 COVER SHEET PVA-1 PVE-1 ELECTRICAL DIAGRAM PVE-3 ELECTRICAL NOTES PVE-4 LABELING PVS-1 MOUNTING LAYOUT SITE PLAN PVE-00 PLACARD PVE-2 ELECTRICAL PLAN PVS-2 MOUNTING DETAILS SHEET INDEX DE S I G N E D B Y : IN S T A L L E D B Y : UPGRADE EXISTING MAIN SERVICE PANEL TO NEW 225A/200A (OVERHEAD) MAIN SERVICE PANEL 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : IR M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C SITE PLAN LEGEND PV MODULES: SITE PLAN SCALE:3/32" = 1'-0" INVERTER WITH INTEGRATED DC DISCONNECT AND AFCI MAIN SERVICE PANEL SUB PANEL PRODUCTION METER AC DISCONNECT LOAD CENTER UTILITY METER EV CHARGER U M I S P A L EV R324.6.2 - PROVING ARRAYS TAKE LESS THAN 33% OF TOTAL ROOF AREA.WHEN THE ARRAYS TAKE LESS THAN 33% WE CAN JUSTIFY AN 18" SETBACK ON BOTH SIDES OF THE RIDGE. WHEN IT TAKES MORE THAN 33% OF THE ROOF AREA WE MUST USE A 3' SETBACK ON BOTH SIDES OF THE RIDGE. TOTAL ROOF AREA: 3023.7 sqft AREA OF ARRAYS: 41.1" x 74" = 21.1sqft (PER PANEL) 21.1 sqft panel X 10 panels = 211 sqft (TOTAL PANEL AREA) PERCENTAGE OF TOTAL ROOF AREA: (211 sqft / 3023.7 sqft)(100)= 6.99% THE PANELS USE 7% OF THE TOTAL ROOF AREA BATTERYB PLOT LEGEND (PORTRAIT) (LANDSCAPE) PROPERTY LINE FENCE LINE DRIVEWAY / ROAD COMBINER BOXC BACKUP INTERFACEBU SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 PVA-1 ROOF AREA EXISTING PV SOLAR TRENCHING RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S SMART SWITCHSW EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : FIRE CODE OFFSET NONE PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS 1927 W CAMDEN PL FRONT OF HOME M A C R324.6 (EXCEPTION 3): THESE REQUIREMENTS SHALL NOT APPLY TO ROOFS WITH SLOPES OF 2:12 OR LESS ARRAY 1 - 4.000 kW [x10] (N) MODULES TILT: 5 DEGREES AZIMUTH: 180 DEGREES (N) 225A MAIN SERVICE PANEL WITH METER# 222013-588290 (N) 60A NON-FUSED AC DISCONNECT (N) COMBINER BOX (E) DRIVEWAY (E) ENTRANCE 1927 W Camden Pl 11/30/22 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : I R M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C PVS-1 MOUNTING LEGEND NOTE : SEE SPEC SHEETS FOR DETAILED INFO ON RACKING AND ATTACHMENT EQUIPMENT. MOUNT DIAGRAM SCALE:1/8" = 1'-0" SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 ROOF RAFTERS RAILS 74" 41.1" UNIRAC FLASHLOC ATTACHMENTS MODULE: Q-CELLS Q.PEAK DUO BLK ML-G10+ 400 400 WATTS RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS ROOF DETAILS - RS1: TILT: 5 DEGREES AZIMUTH: 180 DEGREES MATERIAL: ROLLED COMP RS1 RACKING RAIL (TYP.) ROOF ATTACHMENT (TYP.) 72" MAX SPAN 2"X8" ROOF RAFTER, 24" O.C. ROLLED COMP (1 LAYER) 2'-6" 34'-5" 7" 1927 W Camden Pl 11/30/22 RO O F S L O P E 9 9 SEE PVS-1 FOR DIMENSION 6 7 17 19 20 21 SEE DATA SHEET 19 20 21 4 5 8 3 12 13 BILL OF MATERIALS EQUIPMENT DESCRIPTION QTY ATTACHMENTS RAILS RAIL SPLICE MID CLAMPS END CLAMPS GROUNDING LUGS UNIRAC FLASHLOC UNIT PIECES PIECES RAIL SPLICE MID CLAMPS END CLAMPS GROUNDING LUGS PIECES PIECES PIECES PIECES 14 5 4 18 4 1 1. ROOF MATERIAL: ROLLED COMP 2. ROOF STRUCTURE: 3. ATTACHMENT TYPE: UNIRAC FLASHLOC 4. MODULE MANUFACTURER: Q-CELLS 5. MODULE MODEL: Q.PEAK DUO BLK ML-G10+ 400 6. MODULE LENGTH: 74 7. MODULE WIDTH: 41.1 8. MODULE WEIGHT: 48.5 9. MIN. FIRE OFFSET: NONE 10. RAFTER SPACING: 24 IN. O.C. 11. RAFTER SIZE: 2"X8" NOMINAL 12. LAG BOLT DIAMETER: 5/16 IN. 13. LAG BOLT EMBEDMENT: 2-1/2 IN. 14. TOTAL # OF ATTACHMENTS: 14 15. TOTAL AREA: 3023.7 SQ. FT. 16. MAX. HORIZONTAL STANDOFF: 72 IN. 17. MAX. VERTICAL STANDOFF: LANDSCAPE: 26 IN., PORTRAIT: 32 IN. 18. STANDOFF STAGGERING: YES 20. RAIL MODEL: XR-10 RAIL 21. RAIL WEIGHT: 0.436 PLF. 22. MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX. UNDER PURLINS/BRACING TAG DESCRIPTION : 22 19. RAIL MANUFACTURER: IRONRIDGE IRONRIDGE XR-10 RAIL CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : I R M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C MOUNTING DETAILS SCALE:NTS PVS-2 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS NOTE TO INSTALL: VERIFY THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY THE EOR IF THERE IS ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND FOLLOWINGS: 2x8 RAFTERS @ 24" OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL OR LESS THAN 16 FT. SP 1927 W Camden Pl 11/30/22 4 D 3 ENVOY CELL MODEM 15A,2P 20A,2P 1 B A 2 BRANCH # 1 10 MODULES PER BRANCH ROOFTOP I EQUIPMENT RIGHT OF LINE IS (E) EXISTING UNLESS OTHERWISE NOTED EQUIPMENT LEFT OF LINE IS (N) NEW TAG 1 2 3 4 5 (N) JUNCTION BOX (N) COMBINER BOX (N) AC DISCONNECT (N) MAIN SERVICE PANEL DESCRIPTION (N) SOLAR MODULE COMPONENT I (N) MICROINVERTER X-IQ-AM1-240-3 60A NON-FUSED EATON DG222URB 225A MAIN SERVICE PANEL, 200A MAIN CIRCUIT BREAKER JUNCTION BOX NEMA 4 (10) ENPHASE IQ8PLUS-72-2-US (240V) (10) Q-CELLS Q.PEAK DUO BLK ML-G10+ 400 BACKFEED CALC. MAX. BREAKER CALC.: 225A X 1.2 - 200A = 70A SOLAR BREAKER LOCATED AT THE FURTHEST END BUS BAR C EXISTING GND PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN PER NEC 690.12 UPGRADE (E)MAIN SERVICE PANEL TO 225A MAIN SERVICE PANEL METER NUMBER 222013-588290 DESIGN TEMPERATURES ASHRAE EXTREME LOW 1°C, SOURCE: EL TORO MCAS 33.68°, -117.73° ASHRAE 2% HIGH 32.6°C , SOURCE: EL TORO MCAS 33.68°, -117.73° SCE (OVERHEAD) M MCB GND TO HOUSE LOADS 5 SOLAR OCPD (N)MAIN SERVICE PANEL INCOMING SOURCE FEED 225A BUS RATING 200A 20A,2P 120/240V, 1Ø, 3W 120/240V, 1Ø, 3W SOLAR OCPD OUTPUT PER MICROINVERTER 290W/240V = 1.21A 10*1.21A = 12A TOTAL OUTPUT 10 MICROINVERTERS CONTINUOUS LOAD RULE 125% 12A*1.25 = 15.13A BREAKER SIZE = 20A MODULES REF. QTY.MAKE AND MODEL PMAX PTC ISC IMP VOC VMP TEMP. COEFF. OF VOC FUSE RATING Q-CELLS Q.PEAK DUO BLK ML-G10+ 400 400W 376.55W 11.14A 10.77A 45.3V 37.13V -0.122V/°K (-0.34%/°K)20A110 INVERTERS REF. QTY. MAKE AND MODEL AC VOLTAGE GROUND MAX OCPD RATING RATED POWER MAX OUTPUT CURRENT MAX INPUT CURRENT MAX INPUT VOLTAGE CEC WEIGHTED EFFICIENCY ENPHASE IQ8PLUS-72-2-US (240V) 240V FLOATING 20A 290W 1.21A 15.0A 60V 97.0%I 10 SYSTEM SUMMARY BRANCH #1 INVERTERS PER BRANCH 10 MAX AC CURRENT 12.10A MAX AC OUTPUT POWER 2,900W ARRAY STC POWER ARRAY PTC POWER MAX AC CURRENT MAX AC POWER DERATED (CEC) AC POWER 4,000W 3,766W 12.10A 2,900W 3,653W CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : IR M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C PVE-1 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 THREE LINE DIAGRAM RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS 1927 W Camden Pl 11/30/22 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : IR M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C MODULE STRINGING #1 SITE PLAN LEGEND CONDUIT RUN PV MODULES: (ROOFTOP RUN) CONDUIT RUN (UNDER EAVE) CONDUIT RUN (ATTIC RUN) INVERTER WITH INTEGRATED DC DISCONNECT AND AFCI MAIN SERVICE PANEL SUB PANEL PRODUCTION METER AC DISCONNECT LOAD CENTER JUNCTION BOX UTILITY METER COMBINER BOX U M I S P A L JB C BATTERYB (PORTRAIT) (LANDSCAPE) OPTIMIZER / MICRO INVERTER ELECTRICAL PLAN SCALE: 1/8" = 1'-0" EV CHARGEREV RTER BACKUP INTERFACEBU PVE-2 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 SMART SWITCHSW MODULE STRINGING #2 MODULE STRINGING #3 RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : RTER EXISTING PV MODULES: (PORTRAIT) (LANDSCAPE) PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS RS1 ROOF DETAILS - RS1: TILT: 5 DEGREES AZIMUTH: 180 DEGREES MATERIAL: ROLLED COMP INTERIOR PV EQUIPMENT [x1] (N) 225A MAIN SERVICE PANEL [x1] (N) 60A NON-FUSED AC DISCONNECT [x1] (N) COMBINER BOX M A C JB 1927 W Camden Pl 11/30/22 ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE WITH ART. 690.8, TABLES 310.15(B)(2)(A), 310.15(B)(3)(A), 310.15(B)(3)(C), 310.15(B)(16), CHAPTER 9 TABLE 4, 5, & 9. LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2017 DATA TABLES. NOTES • DESIGNED ACCORDING TO AND ALL CODE CITATIONS ARE RELEVANT TO THE 2019 CALIFORNIA ELECTRIC CODE. • ALL SPECIFIED EQUIPMENT GROUNDING DEVICES/COMPONENTS MUST BE LISTED FOR USE • INVERTERS ARE EQUIPPED WITH RAPID SHUT DOWN. • 690.11 DC ARCFAULT CIRCUIT PROTECTION. MICRO INVERTERS ARE EXEMPT BECAUSE THERE ARE NO DC STRINGS. OTHER NOTES ELECTRICAL NOTES 1. ALL SEAL TIGHT FLEXIBLE METAL CONDUIT (OR EQUIVALENT) TO BE BONDED TO GROUND AT COUPLINGS ON BOTH ENDS. 2. CONDUIT ENTRY/CONNECTION TO ELECTRICAL ENCLOSURES SHALL BE SUITABLE FOR GROUNDING AND SHALL BE SEALED AGAINST ENVIRONMENT, SUCH AS WATER, INSECTS AND RODENTS. CONDUIT SHALL NOT ENTER FROM TOP OF ELECTRICAL EQUIPMENT IN OUTDOOR LOCATIONS WITHOUT SITE-SPECIFIC APPROVAL FROM CALIFORNIA STATE DEVELOPMENT. IF GRANTED APPROVAL FOR TOP ENTRY, ONLY RIGID CONDUIT WITH MEYERS HUBS TO BE USED. 3. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS, FITTINGS, CRIMPS, ETC. 4. ALL CONDUIT BEND RADII TO CONFORM TO THE CEC MINIMUM BEND RADII REQUIREMENTS. 5. MINIMUM CLEARANCE SHALL BE MAINTAINED PER CEC FOR ALL NEW EQUIPMENTS TO BE INSTALLED. 6. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET CEC AND LOCAL UTILITY REQUIREMENTS. 7. COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. 8. TYPE NM (ROMEX) CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING CEC REQUIREMENTS. 9. AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. 10. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. 11. IF MAIN SERVICE PANEL IS TO BE UPGRADED, IT WILL BE PERMITTED AND INSTALLED BY A THIRD PARTY. 12. CONDUIT SIZE BASED ON 2 BENDS MAXIMUM. ANY ADDITIONAL BENDS MAY REQUIRE UPSIZE. BILL OF MATERIALS CATEGORY MAKE MODEL NUMBER REF QTY UNIT QTY/UNIT DESCRIPTION MODULE PIECES 1 INVERTER PIECES 1 AC COMBINER PANEL ENPHASE X-IQ-AM1-240-3 1 PIECE 1 ENPHASE IQ COMBINER BOX 3 W/ ENVOY WIRING ENPHASE Q-12-10-240 PIECES 1 ENPHASE Q CABLE Q-12-10-240 WIRING ENPHASE Q-TERM-R 1 PIECE 1 ENPHASE Q CABLE TERMINATOR WIRING ENPHASE Q-CONN-10F 1 PIECE 1 ENPHASE Q-CONN-10F IQ INVERTER FIELD WIREABLE FEMALE CONNECTOR KIT WIRING ENPHASE Q-CONN-10M 1 PIECE 1 ENPHASE Q-CONN-10M IQ INVERTER FIELD WIREABLE MALE CONNECTOR KIT WIRING GEN-6-AWG-BARE-CU FEET 1 6 AWG BARE, COPPER (ARRAY GROUNDING/BONDING) WIRING GEN-10-AWG-THWN-2-CU-BLK FEET 1 10 AWG THWN-2, COPPER, BLACK (LINE 1) WIRING GEN-10-AWG-THWN-2-CU-RD FEET 1 10 AWG THWN-2, COPPER, RED (LINE 2) WIRING GEN-10-AWG-THWN-2-CU-BLK FEET 1 10 AWG THWN-2, COPPER, BLACK (LINE 1) WIRING GEN-10-AWG-THWN-2-CU-RD FEET 1 10 AWG THWN-2, COPPER, RED (LINE 2) WIRING GEN-10-AWG-THWN-2-CU-WH FEET 1 10 AWG THWN-2, COPPER, WHITE (NEUTRAL) WIRING GEN-8-AWG-THWN-2-CU-GR FEET 1 8 AWG THWN-2, COPPER, GREEN (GROUND) WIREWAY GEN-EMT-0_75DIA FEET 1 EMT CONDUIT, 0.75 DIA. OCPD GENERIC MANUFACTURER GEN-CB-20A-240VAC PIECES 1 CIRCUIT BREAKER, 20A, 240VAC OCPD GENERIC MANUFACTURER GEN-CB-20A-240VAC 1 PIECE 1 CIRCUIT BREAKER, 20A, 240VAC OCPD GENERIC MANUFACTURER GEN-CB-15A-240VAC 1 PIECE 1 CIRCUIT BREAKER, 15A, 240VAC TRANSITION BOX GENERIC GEN-AWB-TB-4-4X 1 PIECE 1 TRANSITION/PASS-THROUGH BOX, WITH 4 TERMINAL BLOCKS AC DISCONNECT 1 PIECE 1 1 1 I 3 I I I 1 4 A B B C 3 5 3 2 D C D C D C D B C D B Q-CELLS Q.PEAK DUO BLK ML-G10+ 400 10 Q-CELLS Q.PEAK DUO BLK ML-G10+ 400, 132 CELLS, MONOCRYSTALLINE SILICON ENPHASE IQ8PLUS-72-2-US (240V)10 ENPHASE IQ8PLUS-72-2-US (240V) MICRO INVERTER 10 30 EATON DG222URB EATON DG222URB, 2-POLE, NON-FUSED, 60A, 240VAC OR EQUIVALENT 50 10 10 10 60 60 50 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : I R M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C PVE-3 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS 1927 W Camden Pl 11/30/22 WARNING! THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATINGS OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXEED AMPACITY OF BUSBAR PER NEC 705.12(B)(3)(3) AC DISCONNECT / BREAKER / POINTS OF CONNECTION WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE PER NEC 705.12(B)(3)(2) MAIN SERVICE DISCONNECT / PV BREAKER WARNING! TURN OFF PHOTOVOLTAIC AC DISCONNECT TO WORKING INSIDE PANEL PER NEC 110.27 (C) BREAKER PANEL / PULL BOXES / COMBINER BOX / CIRCUITS / CONDUITS / EMT ENCLOSURES / MAIN SERVICE DISCONNECTS WARNING! THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT PER NEC 110.27 (C) BREAKER PANEL / PULL BOXES / COMBINER BOX / CIRCUITS / CONDUITS / EMT ENCLOSURES / MAIN SERVICE DISCONNECTS WARNING! DUAL POWER SOURCE SOURCES : UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM PER NEC 705.12(D)(3), NEC 705.12(C) & NEC 690.59 PRODUCTION / NET METER (BI-DIRECTIONAL) / MAIN SERVICE DISCONNECT CAUTION! PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER NEC 705.12(D) & NEC 690.59 MAIN SERVICE DISCONNECT WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PHOTOVOLTAIC MODULES PRODUCE DC VOLTAGE WHENEVER THEY ARE EXPOSED TO SUNLIGHT PER NEC 690.13(B) DC DISCONNECT / BREAKER / RECOMBINER BOX WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PER NEC 706.15(C)(4) and NEC 690.13(B) BREAKER PANEL / PULL BOXES / COMBINER BOX / CIRCUITS / CONDUITS / EMT ENCLOSURES / MAIN SERVICE DISCONNECTS / AC DISCONNECT / BREAKER / POINTS OF CONNECTION PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT : ____ AMPS AC NOMINAL OPERATING VOLTAGE : 240 VOLTS PER NEC 690.54 & CEC 690.13 (B) INVERTER / BREAKER PANEL / PULL BOXES / AC DISCONNECT / BREAKER / POINTS OF CONNECTION SOLAR PV DC CONDUIT PER NEC 690.31 (O)(2) EMT / CONDUIT RACEWAYS WARNING : PHOTOVOLTAIC POWER SOURCE PER NEC 690.31(D)(2) EMT / CONDUIT RACEWAYS MAIN PHOTOVOLTAIC SYSTEM DISCONNECT PER NEC 690.13(B) MAIN SERVICE DISCONNECT / UTILITY METER RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM PER NEC 690.56(C)(2) & CEC 690.56(C)(3) RAPID SHUTDOWN DEVICE DO NOT DISCONNECT UNDER LOAD PER NEC 690.15(B) & NEC 690.33 (D)(2) MAIN SERVICE DISCONNECT 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 PHOTOVOLTAIC AC DISCONNECT PER NEC 690.13 (B) AC DISCONNECT / BREAKER / COMBINER BOX PHOTOVOLTAIC DC DISCONNECT PER NEC 690.13 (B) DC DISCONNECT / BREAKER / COMBINER BOX MAXIMUM DC VOLTAGE OF PV SYSTEM PER NEC 690.53 DC DISCONNECT / BREAKER / COMBINER BOX NOMINAL OPERATING AC VOLTAGE : NOMINAL OPERATING AC FREQUENCY: MAXIMUM AC POWER: MAXIMUM AC CURRENT: MAXIMUM OVERCURRENT DEVICE RATING FOR AC MODULE PROTECTION CIRCUIT: ____V ____Hz ____VA ____A ____A 12.1 240 60 2900 12.1 20 PER NEC 690.52 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : I R M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C PVE-4 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 LABELING LETTERING TO BE 3/8" WHITE ON RED BACKGROUND UV RESISTANT STICKERS. RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS 1927 W Camden Pl 11/30/22 CS L B # 1 0 4 9 1 0 8 (8 5 5 ) 7 7 5 - 8 7 7 5 CA L I F O R N I A S T A T E EN E R G Y I N C . NA M E : IR M A G O N Z A L E Z AD D R E S S : 1 9 2 7 W C A M D E N P L CI T Y : S A N T A A N A ST A T E , Z I P C O D E : C A , 9 2 7 0 4 AH J : C I T Y O F S A N T A A N A FI N A N C E T Y P E : N O N E SO L A R P E R M I T P A C K A G E 4. 0 0 0 k W D C 2. 9 0 0 k W A C CAUTION POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: PVE-00 SHEET AL T N A E N E R G Y S E R V I C E S 21 6 8 W G R O V E P K W Y AM E R I C A N F O R K , U T . 84 0 0 3 8 0 1 - 7 3 5 - 5 1 2 3 RE V D E S C R I P T I O N DA T E D B C B R E V I S I O N S EN E R G Y S E R V I C E S DE S I G N E D B Y : IN S T A L L E D B Y : PR O J E C T I N F O R M A T I O N PROJECT NO : CSD-0250 DATE DRAWN: 8.23.2022 DRAWN BY : HO SUET BILARAN DATE CHECKED : 8.23.2022 CHECKED BY : MARY GRACE RAMOS (N) SOLAR PHOTOVOLTAIC ARRAY ON ROOFTOP (N) SERVICE POINT (N) AC DISCONNECT (N) COMBINER BOX 1927 W Camden Pl 11/30/22 1927 W Camden Pl 11/30/22 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 1927 W CAMDEN PL, SANTA ANA, CA,92704 CALIFORNIA STATE ENERGY INC 1049108 v v v v v v v v v v 855-775-8775 09/12/2022 keyforsolar@gmail.com 9254239 1927 W Camden Pl 11/30/22