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Home My WebLink About3825 S Alder St - PlanCertificate Of Completion Envelope Id: 6191691DB9274A6C864FA48DC782662D Status: Completed Subject: Complete with DocuSign: Owner Authorization.pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 5 Initials: 0 Aaron Johnson AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 6713 Rolando Knolls Dr La Mesa, CA 91942 aaron.johnson@homegrownenergysolutions.com IP Address: 204.68.105.119 Record Tracking Status: Original 11/23/2022 11:58:04 AM Holder: Aaron Johnson aaron.johnson@homegrownenergysolutions.com Location: DocuSign Signer Events Signature Timestamp Aaron Johnson aaron.johnson@homegrownenergysolutions.com Operations Manager Homegrown Energy Solutions, LLC Security Level: Email, Account Authentication (None) Completed Using IP Address: 204.68.105.119 Sent: 11/23/2022 12:00:36 PM Viewed: 11/23/2022 12:01:00 PM Signed: 11/23/2022 12:01:13 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Richelle Flores richelleflores@yahoo.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 166.196.75.118 Signed using mobile Sent: 11/23/2022 12:01:14 PM Viewed: 11/23/2022 1:27:51 PM Signed: 11/23/2022 1:28:09 PM Electronic Record and Signature Disclosure: Accepted: 11/23/2022 1:27:51 PM ID: a7f97907-35e4-4e41-a05d-8ff489a4f49f In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 11/23/2022 12:00:36 PM Certified Delivered Security Checked 11/23/2022 1:27:51 PM 3825 S Alder St 06/30/23 Envelope Summary Events Status Timestamps Signing Complete Security Checked 11/23/2022 1:28:09 PM Completed Security Checked 11/23/2022 1:28:09 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure 3825 S Alder St 06/30/23 CONSUMER DISCLOSURE From time to time, JaneElliot-Hughes (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures Electronic Record and Signature Disclosure created on: 2/1/2018 9:53:55 AM Parties agreed to: Richelle Flores 3825 S Alder St 06/30/23 electronically from us. 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By checking the â€I agreeâ€ box, I confirm that: I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC CONSUMER DISCLOSURES document; and I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and Until or unless I notify JaneElliot-Hughes as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to me by JaneElliot-Hughes during the course of my relationship with you. 3825 S Alder St 06/30/23 To whom it may concern I, give permission to Homegrown Energy Solutions to install a Photovoltaic Solar System on my house at the address of 3825 Alder St, Santa Ana, CA 92707. Thanks, Homegrown Energy Solutions acknowledges this permission DocuSign Envelope ID: 981D0092-533D-4891-95D2-A798D925C9A6 11/30/2022Aaron Johnson 11/30/2022 Richelle Flores 3825 S Alder St 06/30/23 STRUCTURAL CALCULATIONS FOR RICHELLE FLORES 3825 ALDER ST SANTA ANA CA 92707 ENGINEER: BWU Consultants, Inc 1168 San Gabriel Blvd #N Rosemead, CA 91770 3825 S Alder St 06/30/23 DESIGN DATA 1. CODE: 2019 CALIFORNIA BUILDING CODE ASCE 7-16 2. MATERIAL STRENGTH CONCRETE: Fc’ = 2,500 PSI @ 28 DAYS CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI STEEL: (AISC 360) 13 EDITION STRUCTURAL SHAPES: ASTM A36 Fy = 36 KSI TUBING: STM A500 GRADE B Fy = 46 KSI PIPE: ASTM A53 TYPE E GRADE B Fy = 35 KSI WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C. ) JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI E = 1.6 x 1,000,000 BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.7 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.6 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI E = 1.4 x 1,000,000 SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fv = 95 PSI E = 1.9 x 1,000,000 MASONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI NO INSPECTION REQUIRED 3. SOIL REPORT: f’s= 1,500 PSF/ OR SEE SOILS REPORT 4. LATERAL ANALYSIS: A. SEISMIC LOAD W CV S SEE ATTACHED. B. WIND LOAD (SIMPLIFIED PROCEDURE) (130 mph) EXP “C” ULTIMATE 3825 S Alder St 06/30/23 3825 S Alder St 06/30/23 BWU Consultants, Inc. 1168 N. San Gabriel Blvd., #N Rosemead, CA. 91770 Tel: (626) 288-0708 Email: twengrs1168@gmail.com Date: D.L.SIZE: SHINGLE ROOF'G 4 psf 18.0 SQ.FT. 1/2" PLYWD SHT'G 1.5 2x4 @ 24 O.C.0.7 RAFTER MISC 0.8 WEIGHT: D.L. = WT = 2.9#/SQ.FT. L.L. = (USE 3.0 #/SQ.FT.) T.L. = L:7'-0" MAX SPAN W:60.0 plf M:367.5 pf Sreq: 2.51 in³ R:210 lb Areq: 2.65 in² 2x4 RAFTER CAN CARRY SOLAR PANELS GRAVITY PER 2019 CALIFORNIA EXISTING BLDG CODE. PART 10. SECTION 502.4 & 503.3 20 x 3 x 18 =1080 lb 56940 lb 1080 / 56940 =1.9% (7+3+20) x 24/12 = (2019 CALIFORNIA BUILDING CODE) ASCE 7-16 EXIST'G ROOF LOAD'G (AS BUILT) SOLAR PANEL 30.0 psf 20.0 psf 7.0 psf (ROOF DL 7 + CL'G DL 5 + PART'N 16/2) x 2847 = 3825 S Alder St 06/30/23 WIND LOAD (RISK CATEGORY III,IV) 130 MPH, EXP ”C” CHAP 26.10.2 - WIND LOAD COMPONENTS & CLADDING (C&C) qz= .00256 Kz Kzt Kd V2 I (26-10-1) Ht. z at the centroid of area Af = 10 ft Exp = Exposure coefficient Kz = 0.85 c (TABLE 26.8-1) Topography factor Kzt = 1.00 (FIGURE 26.8-1) Directionality factor Kd = 0.85 Wind Speed V = 130 mph Importance factor Iw = 1.00 qz = 0.00256 x 0.85 x 1.0 x 0.85 x (130)2 = 31.26 psf Gust Effect factor G = 0.85 Force coeff Cf = 1.31 Design wind pressure, F/Af = 31.26 x 0.85 x 1.31 = 34.81 psf ASCE 7-16 3825 S Alder St 06/30/23 BWU Consultants, Inc. 1168 N. San Gabriel Blvd., #N Rosemead, CA. 91770 Tel: (626) 288-0708 Email: twengrs1168@gmail.com Date: UPLIFT / WITHDRAWAL FORCE FOR SOLAR PANEL STANDOFF / FAST JACK Vup= 34.81 lb/sq.ft SEISMIC PER 2019 CALIFORNIA EXISTING BLDG CODE. PART 10. SECTION 502.5 & 503.4 1080 lb / 56940 lb = 1.9% < 10.0% OK Vall = 274 x 2.5 = 685 lb > 452.5 lb OK 365.5 lb/lag screw O.K. USE 5/16"ø X 3 1/2" LONG STAINLESS STEEL LAG SCREW WITH MIN. 2 1/2" EMBED TO EXIST'G ROOF MEMBER. CAN RESIST WIND UPLIFT FORCE. LATERAL (2019 CALIFORNIA BUILDING CODE) WIND EXP "C", WIND SPEED: 130 mph (ASCE 7-16) 12 18 452.5 lb/lag screw NO. SOLAR PANELS UPLIFT FORCE SUPPORTS OF TILE HOOK/STANDOFF UNIT FORCE PER (5/16"ø) LAG SCREW 13 13 x 34.81 x 18 = 8145.54 lb 4386.06 lb7 x 34.81 x 18 = 7 3825 S Alder St 06/30/23 3825 S Alder St 06/30/23 1 . N o e n f o r c e d D C / A C r a t i o . S e e t h e c o m p a t i b i l i t y c a l c u l a t o r a t ht t p s : / / e n p h a s e . c o m / e n - u s / s u p p o r t / m o d u l e - c o m p a t i b i l i t y . 2. C E C p e a k p o w e r t r a c k i n g v o l t a g e r a n g e i s 3 8 V t o 4 3 V . 3. M a x i m u m c o n t i n u o u s i n p u t D C c u r r e n t i s 1 0 . 2 A . 4. V o l t a g e r a n g e c a n b e e x t e n d e d b e y o n d n o m i n a l i f r e q u i r e d b y t h e u t i l i t y . 5. L i m i t s m a y v a r y . R e f e r t o l o c a l r e q u i r e m e n t s t o d e f i n e t h e n u m b e r o f m i c r o i n v e r t e r s p e r b r a n c h i n y o u r a r e a . To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m © 2 0 2 0 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , E n p h a s e I Q 7 A , E n p h a s e I Q B a t t e r y , E n p h a s e E n l i g h t e n , E n p h a s e I Q En v o y , a n d o t h e r t r a d e m a r k s o r s e r v i c e n a m e s a r e t h e t r a d e m a r k s o f E n p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . 20 2 0 - 0 6 - 1 6 I N P U T ( D C ) IQ 7 A - 7 2 - 2 - U S Co m m o n l y u s e d m o d u l e p a i r i n g s ¹ 29 5 W – 4 6 0 W + Mo d u l e c o m p a t i b i l i t y 60 - c e l l , 6 6 - c e l l , a n d 7 2 - c e l l P V m o d u l e s Ma x i m u m i n p u t D C v o l t a g e 58 V Po w e r p o i n t t r a c k i n g v o l t a g e r a n g e ² 1 8 V – 5 8 V Mi n / M a x s t a r t v o l t a g e 33 V / 5 8 V Ma x D C s h o r t c i r c u i t c u r r e n t ( m o d u l e I s c ) ³ 1 5 A Ov e r v o l t a g e c l a s s D C p o r t II DC p o r t b a c k f e e d c u r r e n t 0 A PV a r r a y c o n ﬁ g u r a t i o n 1 x 1 u n g r o u n d e d a r r a y ; N o a d d i t i o n a l D C s i d e p r o t e c t i o n r e q u i r e d ; AC s i d e p r o t e c t i o n r e q u i r e s m a x 2 0 A p e r b r a n c h c i r c u i t O U T P U T ( A C ) @ 2 4 0 V A C @ 2 0 8 V A C Pe a k o u t p u t p o w e r 36 6 V A 29 5 V A Ma x i m u m c o n t i n u o u s o u t p u t p o w e r 34 9 V A 29 0 V A No m i n a l ( L - L ) v o l t a g e / r a n g e 4 24 0 V / 2 1 1 – 2 6 4 V 20 8 V / 1 8 3 – 2 2 9 V Ma x i m u m c o n t i n u o u s o u t p u t c u r r e n t 1 . 4 5 A ( 2 4 0 V A C ) 1 . 3 9 A ( 2 0 8 V A C ) No m i n a l f r e q u e n c y 60 H z Ex t e n d e d f r e q u e n c y r a n g e 47 – 6 8 H z AC s h o r t c i r c u i t f a u l t c u r r e n t o v e r 3 c y c l e s 5. 8 A r m s Ma x i m u m u n i t s p e r 2 0 A ( L - L ) b r a n c h c i r c u i t 5 11 ( 2 4 0 V A C ) 1 1 ( 2 0 8 V A C ) Ov e r v o l t a g e c l a s s A C p o r t II I AC p o r t b a c k f e e d c u r r e n t 1 8 m A Po w e r f a c t o r s e t t i n g 1 . 0 Po w e r f a c t o r ( a d j u s t a b l e ) 0. 8 5 l e a d i n g . . . 0 . 8 5 l a g g i n g EF F I C I E N C Y @2 4 0 V A C @2 0 8 V A C CE C w e i g h t e d e f ﬁ c i e n c y 97 . 0 % 9 6 . 5 % ME C H A N I C A L Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 6 0 º C Re l a t i v e h u m i d i t y r a n g e 4% t o 1 0 0 % ( c o n d e n s i n g ) Co n n e c t o r t y p e : D C ( I Q 7 A - 7 2 - 2 - U S ) MC 4 Di m e n s i o n s ( H x W x D ) 21 2 m m x 1 7 5 m m x 3 0 . 2 m m ( w i t h o u t b r a c k e t ) We i g h t 1 . 0 8 k g ( 2 . 3 8 l b s ) Co o l i n g Na t u r a l c o n v e c t i o n — N o f a n s Ap p r o v e d f o r w e t l o c a t i o n s Ye s Po l l u t i o n d e g r e e PD 3 En c l o s u r e Cl a s s I I d o u b l e - i n s u l a t e d , c o r r o s i o n r e s i s t a n t p o l y m e r i c e n c l o s u r e En v i r o n m e n t a l c a t e g o r y / U V e x p o s u r e r a t i n g N E M A T y p e 6 / o u t d o o r FE A T U R E S Co m m u n i c a t i o n Po w e r L i n e C o m m u n i c a t i o n ( P L C ) Mo n i t o r i n g En l i g h t e n M a n a g e r a n d M y E n l i g h t e n m o n i t o r i n g o p t i o n s Co m p a t i b l e w i t h E n p h a s e I Q E n v o y Di s c o n n e c t i n g m e a n s Th e A C a n d D C c o n n e c t o r s h a v e b e e n e v a l u a t e d a n d a p p r o v e d b y U L f o r u s e a s t h e l o a d - b r e a k di s c o n n e c t r e q u i r e d b y N E C 6 9 0 . Co m p l i a n c e CA R u l e 2 1 ( U L 1 7 4 1 - S A ) UL 6 2 1 0 9 - 1 , U L 1 7 4 1 / I E E E 1 5 4 7 , F C C P a r t 1 5 C l a s s B , I C E S - 0 0 0 3 C l a s s B , CA N / C S A - C 2 2 . 2 N O . 1 0 7 . 1 - 0 1 Th i s p r o d u c t i s U L L i s t e d a s P V R a p i d S h u t D o w n E q u i p m e n t a n d c o n f o r m s w i t h N E C - 2 0 1 4 a n d NE C - 2 0 1 7 s e c t i o n 6 9 0 . 1 2 a n d C 2 2 . 1 - 2 0 1 5 R u l e 6 4 - 2 1 8 R a p i d S h u t d o w n o f P V S y s t e m s , f o r A C an d D C c o n d u c t o r s , w h e n i n s t a l l e d a c c o r d i n g m a n u f a c t u r e r ’ s i n s t r u c t i o n s . En p h a s e I Q 7 A M i c r o i n v e r t e r 3825 S Alder St 06/30/23 X- I Q - A M 1 - 2 4 0 - 3 - E S Th e En p h a s e I Q C o m b i n e r 3 - E S / 3 C - E S ™ w i t h En p h a s e I Q E n v o y ™ a n d i n t e g r a t e d L T E - M 1 c e l l mo d e m ( i n c l u d e d o n l y w i t h I Q C o m b i n e r 3 C - ES ) c o n s o l i d a t e s i n t e r c o n n e c t i o n e q u i p m e n t in t o a s i n g l e e n c l o s u r e a n d s t r e a m l i n e s P V a n d st o r a g e i n s t a l l a t i o n s b y p r o v i d i n g a c o n s i s t e n t , pr e - w i r e d s o l u t i o n f o r r e s i d e n t i a l a p p l i c a t i o n s . It o f f e r s u p t o f o u r 2 - p o l e i n p u t c i r c u i t s a n d Ea t o n B R s e r i e s b u s b a r a s s e m b l y . En p h a s e IQ C o m b i n e r 3 - E S / 3 C - E S X- I Q - A M 1 - 2 4 0 - 3 - E S X- I Q - A M 1 - 2 4 0 - 3 C - E S To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m Da t a S h e e t En p h a s e N e t w o r k i n g Sm a r t • I n c l u d e s I Q E n v o y f o r c o m m u n i c a t i o n a n d c o n t r o l • I n c l u d e s L T E - M 1 c e l l m o d e m ( i n c l u d e d o n l y w i t h IQ C o m b i n e r 3 C - E S ) • I n c l u d e s s o l a r s h i e l d t o m a t c h E n s e m b l e e s t h e t i c s a n d de ﬂ e c t h e a t • F l e x i b l e n e t w o r k i n g s u p p o r t s W i - F i , Et h e r n e t , o r c e l l u l a r • O p t i o n a l A C r e c e p t a c l e a v a i l a b l e f o r P L C b r i d g e • P r o v i d e s p r o d u c t i o n m e t e r i n g a n d c o n s u m p t i o n mo n i t o r i n g Si m p l e • R e d u c e d s i z e f r o m I Q C o m b i n e r + ( X - I Q - A M 1 - 2 4 0 - 2 ) • C e n t e r e d m o u n t i n g b r a c k e t s s u p p o r t s i n g l e st u d m o u n t i n g • S u p p o r t s b a c k a n d s i d e c o n d u i t e n t r y • U p t o f o u r 2 - p o l e b r a n c h c i r c u i t s f o r 2 4 0 V A C pl u g - i n b r e a k e r s ( n o t i n c l u d e d ) • 8 0 A t o t a l P V o r s t o r a g e b r a n c h c i r c u i t s Re l i a b l e • D u r a b l e N R T L - c e r t i ﬁ e d N E M A t y p e 3 R e n c l o s u r e • F i v e - y e a r l i m i t e d w a r r a n t y • T w o y e a r s l a b o r r e i m b u r s e m e n t p r o g r a m c o v e r a g e in c l u d e d • U L l i s t e d X- I Q - A M 1 - 2 4 0 - 3 C - E S 3825 S Alder St 06/30/23 To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m © 2 0 2 0 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , I Q C o m b i n e r 3 C - E S , a n d o t h e r t r a d e m a r k s o r s e r v i c e n a m e s ar e t r a d e m a r k s o f E n p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . 2 0 2 0 - 1 0 - 0 1 M O D E L N U M B E R IQ C o m b i n e r 3 - E S ( X - I Q - A M 1 - 2 4 0 - 3 - E S ) IQ C o m b i n e r 3 - E S w i t h E n p h a s e I Q E n v o y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V pr o d u c t i o n m e t e r i n g ( A N S I C 1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s a s i l v e r so l a r s h i e l d t o m a t c h t h e E n c h a r g e s t o r a g e s y s t e m a n d E n p o w e r s m a r t s w i t c h a n d t o d e ﬂ e c t h e a t . IQ C o m b i n e r 3 C - E S ( X - I Q - A M 1 - 2 4 0 - 3 C - E S ) IQ C o m b i n e r 3 C - E S w i t h E n p h a s e I Q E n v o y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V pr o d u c t i o n m e t e r i n g ( A N S I C 1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s En p h a s e M o b i l e C o n n e c t L T E - M 1 ( C E L L M O D E M - M 1 ) , a p l u g - a n d - p l a y i n d u s t r i a l - g r a d e c e l l m o d e m fo r s y s t e m s u p t o 6 0 m i c r o i n v e r t e r s . ( A v a i l a b l e i n t h e U S , C a n a d a , M e x i c o , P u e r t o R i c o , a n d t h e U S Vi r g i n I s l a n d s , w h e r e t h e r e i s a d e q u a t e c e l l u l a r s e r v i c e i n t h e i n s t a l l a t i o n a r e a . ) I n c l u d e s a s i l v e r s o l a r sh i e l d t o m a t c h t h e E n c h a r g e s t o r a g e s y s t e m a n d E n p o w e r s m a r t s w i t c h a n d t o d e ﬂ e c t h e a t . AC C E S S O R I E S an d R E P L A C E M E N T P A R T S (n o t i n c l u d e d , o r d e r s e p a r a t e l y ) En s e m b l e C o m m u n i c a t i o n s K i t (C O M M S - C E L L M O D E M - M 1 ) In c l u d e s C O M M S - K I T - 0 1 a n d C E L L M O D E M - M 1 w i t h 5 - y e a r d a t a p l a n f o r E n s e m b l e s i t e s Ci r c u i t B r e a k e r s BR K - 1 0 A - 2 - 2 4 0 BR K - 1 5 A - 2 - 2 4 0 BR K - 2 0 A - 2 P - 2 4 0 Su p p o r t s E a t o n B R 2 1 0 , B R 2 1 5 , B R 2 2 0 , B R 2 3 0 , B R 2 4 0 , B R 2 5 0 , a n d B R 2 6 0 c i r c u i t b r e a k e r s . Ci r c u i t b r e a k e r , 2 p o l e , 1 0 A , E a t o n B R 2 1 0 Ci r c u i t b r e a k e r , 2 p o l e , 1 5 A , E a t o n B R 2 1 5 Ci r c u i t b r e a k e r , 2 p o l e , 2 0 A , E a t o n B R 2 2 0 EP L C - 0 1 Po w e r l i n e c a r r i e r ( c o m m u n i c a t i o n b r i d g e p a i r ) , q u a n t i t y - o n e p a i r XA - S O L A R S H I E L D - E S Re p l a c e m e n t s o l a r s h i e l d f o r C o m b i n e r 3 - E S / 3 C - E S XA - P L U G - 1 2 0 - 3 Ac c e s s o r y r e c e p t a c l e f o r P o w e r L i n e C a r r i e r i n I Q C o m b i n e r 3 - E S / 3 C - E S ( r e q u i r e d f o r E P L C - 0 1 ) XA - E N V - P C B A - 3 Re p l a c e m e n t I Q E n v o y p r i n t e d c i r c u i t b o a r d ( P C B ) f o r C o m b i n e r 3 - E S / 3 C - E S EL E C T R I C A L S P E C I F I C A T I O N S Ra t i n g Co n t i n u o u s d u t y Sy s t e m v o l t a g e 1 2 0 / 2 4 0 V A C , 6 0 H z Ea t o n B R s e r i e s b u s b a r r a t i n g 1 2 5 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g 65 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g ( i n p u t f r o m P V / s t o r a g e ) 6 4 A Ma x . f u s e / c i r c u i t r a t i n g ( o u t p u t ) 90 A Br a n c h c i r c u i t s ( s o l a r a n d / o r s t o r a g e ) Up t o f o u r 2 - p o l e E a t o n B R s e r i e s D i s t r i b u t e d G e n e r a t i o n ( D G ) b r e a k e r s o n l y ( n o t i n c l u d e d ) Ma x . t o t a l b r a n c h c i r c u i t b r e a k e r r a t i n g ( i n p u t ) 8 0 A o f d i s t r i b u t e d g e n e r a t i o n / 9 0 A w i t h I Q E n v o y b r e a k e r i n c l u d e d Pr o d u c t i o n m e t e r i n g C T 20 0 A s o l i d c o r e p r e - i n s t a l l e d a n d w i r e d t o I Q E n v o y Co n s u m p t i o n m o n i t o r i n g C T ( C T - 2 0 0 - S P L I T ) A p a i r o f 2 0 0 A s p l i t c o r e c u r r e n t t r a n s f o r m e r s M E C H A N I C A L D A T A Di m e n s i o n s ( W x H x D ) 37 . 5 x 4 9 . 5 x 1 6 . 8 c m ( 1 4 . 7 5 ” x 1 9 . 5 ” x 6 . 6 3 ” ) . H e i g h t i s 2 1 . 0 6 " ( 5 3 . 5 c m ) w i t h m o u n t i n g b r a c k e t s . We i g h t 7. 5 k g ( 1 6 . 5 l b s ) Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 4 6 º C ( - 4 0 º t o 1 1 5 º F ) Co o l i n g Na t u r a l c o n v e c t i o n , p l u s h e a t s h i e l d En c l o s u r e e n v i r o n m e n t a l r a t i n g Ou t d o o r , N R T L - c e r t i ﬁ e d , N E M A t y p e 3 R , p o l y c a r b o n a t e c o n s t r u c t i o n Wi r e s i z e s • 20 A t o 5 0 A b r e a k e r i n p u t s : 1 4 t o 4 A W G c o p p e r c o n d u c t o r s • 60 A b r e a k e r b r a n c h i n p u t : 4 t o 1 / 0 A W G c o p p e r c o n d u c t o r s • Ma i n l u g c o m b i n e d o u t p u t : 1 0 t o 2 / 0 A W G c o p p e r c o n d u c t o r s • Ne u t r a l a n d g r o u n d : 1 4 t o 1 / 0 c o p p e r c o n d u c t o r s Al w a y s f o l l o w l o c a l c o d e r e q u i r e m e n t s f o r c o n d u c t o r s i z i n g . Al t i t u d e To 2 0 0 0 m e t e r s ( 6 , 5 6 0 f e e t ) IN T E R N E T C O N N E C T I O N O P T I O N S In t e g r a t e d W i - F i 80 2 . 1 1 b / g / n Ce l l u l a r C E L L M O D E M - M 1 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m ( i n c l u d e d o n l y w i t h I Q C o m b i n e r 3 C - E S ) . N o t e th a t a n E n p h a s e M o b i l e C o n n e c t c e l l u l a r m o d e m i s r e q u i r e d f o r a l l E n s e m b l e i n s t a l l a t i o n s . Et h e r n e t Op t i o n a l , 8 0 2 . 3 , C a t 5 E ( o r C a t 6 ) U T P E t h e r n e t c a b l e ( n o t i n c l u d e d ) CO M P L I A N C E Co m p l i a n c e , C o m b i n e r UL 1 7 4 1 , C A N / C S A C 2 2 . 2 N o . 1 0 7 . 1 , 4 7 C F R , P a r t 1 5 , C l a s s B , I C E S 0 0 3 Pr o d u c t i o n m e t e r i n g : A N S I C 1 2 . 2 0 a c c u r a c y c l a s s 0 . 5 ( P V p r o d u c t i o n ) Co n s u m p t i o n m e t e r i n g : a c c u r a c y c l a s s 2 . 5 Co m p l i a n c e , I Q E n v o y UL 6 0 6 0 1 - 1 / C A N C S A 2 2 . 2 N o . 6 1 0 1 0 - 1 En p h a s e I Q C o m b i n e r 3 - E S / 3 C - E S 3825 S Alder St 06/30/23 Fl u s h M o u n t S y s t e m St r e n g t h T e s t e d Al l c o m p o n e n t s e v a l u a t e d f o r s u p e r i o r st r u c t u r a l p e r f o r m a n c e . PE C e r t i ﬁ e d Pr e - s t a m p e d e n g i n e e r i n g l e t t e r s av a i l a b l e i n m o s t s t a t e s . Cl a s s A F i r e R a t i n g Ce r t i ﬁ e d t o m a i n t a i n t h e ﬁ r e r e s i s t a n c e ra t i n g o f t h e e x i s t i n g r o o f . De s i g n A s s i s t a n t On l i n e s o f t w a r e m a k e s i t s i m p l e t o cr e a t e , s h a r e , a n d p r i c e p r o j e c t s . UL 2 7 0 3 L i s t e d S y s t e m En t i r e s y s t e m a n d c o m p o n e n t s m e e t ne w e s t e f f e c t i v e U L 2 7 0 3 s t a n d a r d . 25 - Y e a r W a r r a n t y Pr o d u c t s g u a r a n t e e d t o b e f r e e of i m p a i r i n g d e f e c t s . Bu i l t f o r s o l a r ’ s t o u g h e s t r o o f s . Ir o n R i d g e b u i l d s t h e s t r o n g e s t m o u n t i n g s y s t e m f o r p i t c h e d r o o f s i n s o l a r . O u r c o m p o n e n t s h a v e b e e n t e s t e d t o th e l i m i t a n d p r o v e n i n e x t r e m e e n v i r o n m e n t s , i n c l u d i n g F l o r i d a ’ s h i g h - v e l o c i t y h u r r i c a n e z o n e s . Ou r r i g o r o u s a p p r o a c h h a s l e d t o u n i q u e s t r u c t u r a l f e a t u r e s , s u c h a s c u r v e d r a i l s a n d r e i n f o r c e d ﬂ a s h i n g s , a n d is a l s o w h y o u r p r o d u c t s a r e f u l l y c e r t i ﬁ e d , c o d e c o m p l i a n t a n d b a c k e d b y a 2 5 - y e a r w a r r a n t y . Da t a s h e e t 3825 S Alder St 06/30/23 © 2 0 2 0 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . U . S . P a t e n t s : # 8 , 6 9 5 , 2 9 0 ; # 9 , 8 1 9 , 3 0 3 ; # 9 , 8 6 5 , 9 3 8 ; O t h e r s P e n d i n g . V e r s i o n 1 . 8 5 XR R a i l s At t a c h m e n t s Da t a s h e e t De s i g n A s s i s t a n t Go f r o m r o u g h l a y o u t t o f u l l y en g i n e e r e d s y s t e m . F o r f r e e . Go t o I r o n R i d g e . c o m / d e s i g n Re s o u r c e s XR 1 0 0 R a i l Th e u l t i m a t e r e s i d e n t i a l so l a r m o u n t i n g r a i l . • 8’ s p a n n i n g c a p a b i l i t y • H e a v y l o a d c a p a b i l i t y • C l e a r a n d b l a c k ﬁ n i s h BO S S ™ B o n d e d S p l i c e s Bo n d e d S t r u c t u r a l S p l i c e s co n n e c t X R R a i l s t o g e t h e r . • I n t e g r a t e d b o n d i n g • N o t o o l s o r h a r d w a r e • S e l f - c e n t e r i n g s t o p t a b XR 1 0 R a i l A l o w - p r o ﬁ l e m o u n t i n g r a i l fo r r e g i o n s w i t h l i g h t s n o w . • 6’ s p a n n i n g c a p a b i l i t y • M o d e r a t e l o a d c a p a b i l i t y • C l e a r a n d b l a c k ﬁ n i s h XR 1 0 0 0 R a i l A h e a v y w e i g h t m o u n t i n g ra i l f o r c o m m e r c i a l p r o j e c t s . • 1 2 ’ s p a n n i n g c a p a b i l i t y • E x t r e m e l o a d c a p a b i l i t y • C l e a r a n o d i z e d ﬁ n i s h Fl a s h F o o t 2 ™ Fl a s h a n d m o u n t X R R a i l s wi t h s u p e r i o r w a t e r p r o o ﬁ n g . • T w i s t - o n C a p e a s e s i n s t a l l • W i n d - d r i v e n r a i n t e s t e d • M i l l a n d b l a c k ﬁ n i s h Re p l a c e t i l e s a n d e n s u r e su p e r i o r w a t e r p r o o ﬁ n g . • F l a t , S , & W t i l e p r o ﬁ l e s • F o r m - ﬁ t c o m p r e s s i o n s e a l • S i n g l e - l a g u n i v e r s a l b a s e Kn o c k o u t T i l e Cl a m p s & G r o u n d i n g UF O ™ Un i v e r s a l F a s t e n i n g O b j e c t s bo n d m o d u l e s t o r a i l s . • F u l l y a s s e m b l e d & l u b e d • S i n g l e , u n i v e r s a l s i z e • C l e a r a n d b l a c k ﬁ n i s h St o p p e r S l e e v e s Sn a p o n t o t h e U F O t o t u r n in t o a b o n d e d e n d c l a m p . • B o n d s m o d u l e s t o r a i l s • S i z e d t o m a t c h m o d u l e s • C l e a r a n d b l a c k ﬁ n i s h CA M O ™ Bo n d m o d u l e s t o r a i l s w h i l e st a y i n g c o m p l e t e l y h i d d e n . • U n i v e r s a l e n d - c a m c l a m p • T o o l - l e s s i n s t a l l a t i o n • F u l l y a s s e m b l e d En d o r s e d b y F L B u i l d i n g C o m m i s s i o n Fl u s h M o u n t i s t h e ﬁ r s t m o u n t i n g s y s t e m to r e c e i v e F l o r i d a P r o d u c t a p p r o v a l f o r 20 1 7 F l o r i d a B u i l d i n g C o d e c o m p l i a n c e . Le a r n M o r e a t b i t . l y / ﬂ o r i d a c e r t Mo u n t o n t i l e r o o f s w i t h a si m p l e , a d j u s t a b l e h o o k . • W o r k s o n ﬂ a t , S , & W t i l e s • S i n g l e - s o c k e t i n s t a l l a t i o n • O p t i o n a l d e c k ﬂ a s h i n g Al l T i l e H o o k Fl a s h a n d m o u n t c o n d u i t , st r u t , o r j u n c t i o n b o x e s . • T w i s t - o n C a p e a s e s i n s t a l l • W i n d - d r i v e n r a i n t e s t e d • S e c u r e s ¾ ” o r 1 ” c o n d u i t Fl a s h V u e ™ Bo n d i n g H a r d w a r e Bo n d a n d a t t a c h X R R a i l s to r o o f a t t a c h m e n t s . • T & S q u a r e B o l t o p t i o n s • N u t u s e s 7 / 1 6 ” s o c k e t • A s s e m b l e d a n d l u b r i c a t e d 3825 S Alder St 06/30/23 Fl a s h F o o t 2 © 2 0 1 6 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . FM - F F 2 - M A N R E V 1 . 2 0 3825 S Alder St 06/30/23 © 2 0 1 6 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . 1 In s t a l l a t i o n To o l s R e q u i r e d : ta p e m e a s u r e , c h a l k l i n e , s t u d ﬁ n d e r , r o o ﬁ n g b a r , c a u l k i n g g u n , d r i v e r w i t h 1 / 4 ” b i t a n d 7 / 1 6 ” he x s o c k e t . Lo c a t e r a f t e r s a n d s n a p v e r t i c a l a n d h o r i z o n t a l l i n e s to m a r k ﬂ a s h i n g l o c a t i o n s . D r i l l 1 / 4 ” p i l o t h o l e s , t h e n ﬁl l w i t h r o o ﬁ n g m a n u f a c t u r e r ’ s a p p r o v e d s e a l a n t . Ra f t e r FM - F F 2 - M A N R E V 1 . 2 0 2 Sl i d e ﬂ a s h i n g , b e t w e e n 1 s t a n d 2 n d c o u r s e , s o t h e to p i s a t l e a s t 3 / 4 ” a b o v e t h e e d g e o f t h e 3 r d c o u r s e an d t h e b o t t o m i s a b o v e t h e e d g e o f t h e 1 s t c o u r s e . 3 Li n e u p p i l o t h o l e w i t h ﬂ a s h i n g h o l e a n d i n s e r t l a g bo l t w i t h b o n d e d w a s h e r t h r o u g h ﬂ a s h i n g . T i g h t e n la g b o l t u n t i l f u l l y s e a t e d . 4 Pl a c e C a p o n t o ﬂ a s h i n g i n d e s i r e d o r i e n t a t i o n f o r E/ W o r N / S r a i l s a n d r o t a t e 1 8 0 d e g r e e s . F l a s h F o o t 2 i s n o w i n s t a l l e d a n d r e a d y f o r I r o n R i d g e X R R a i l s . 5 At t a c h r a i l s t o e i t h e r s i d e o f t h e o p e n s l o t u s i n g bo n d i n g h a r d w a r e . 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UL 2 7 0 3 Co n f o r m s t o U L 2 7 0 3 M e c h a n i c a l a n d B o n d i n g R e q u i r e m e n t s . Se e I r o n R i d g e F l u s h M o u n t I n s t a l l a t i o n M a n u a l f o r f u l l r a t i n g s . 3825 S Alder St 06/30/23 84 3 1 M u r p h y D r i v e Mi d d l e t o n , W I 5 3 5 6 2 U S A Te l e p h o n e : 6 0 8 . 8 3 6 . 4 4 0 0 Fa c s i m i l e : 6 0 8 . 8 3 1 . 9 2 7 9 ww w . i n t e r t e k . c o m 7H V W 9 H U L I L F D W L R Q R I & R Q I R U P L W \ ds / / / / s K " s # / / d $ s $ d s / GF T - O P - 1 1 a ( 2 4 - M A R - 2 0 1 4 ) ^ E ED W W / E ! / Z /! "# $%&' ()! ,'+ ,( "# h^ ( W# ! & & D ^'+& yZ Z! Z % W & ! & , ZZ 0& & D 1^' 2! , ( & Z3 >+ ^%%% +& d'% 6 %&) ! , ( & Z3 ^ % ^%%% +& d'% 6 %&) ! d+& #7 % 18+ &8 & 3 & 3 ) 2 % & &'8 ' % +8' & 3 ! E% 9 ! d& %% 8+& ' / Z 6: % ' 3 & ! 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TH E M O S T T H O R O U G H T E S T I N G P R O G R A M M E I N T H E I N D U S T R Y Q C E L L S i s t h e f i r s t s o l a r m o d u l e m a n u f a c t u r e r t o p a s s t h e m o s t c o m p r e h e n - si v e q u a l i t y p r o g r a m m e i n t h e i n d u s t r y : T h e n e w “ Q u a l i t y C o n t r o l l e d P V ” o f th e i n d e p e n d e n t c e r t i f i c a t i o n i n s t i t u t e T Ü V R h e i n l a n d . IN N O V A T I V E A L L - W E A T H E R T E C H N O L O G Y Op t i m a l y i e l d s , w h a t e v e r t h e w e a t h e r w i t h e x c e l l e n t lo w - l i g h t a n d t e m p e r a t u r e b e h a v i o r . EN D U R I N G H I G H P E R F O R M A N C E Lo n g - t e r m y i e l d s e c u r i t y w i t h A n t i L I D T e c h n o l o g y , A n t i P I D Te c h n o l o g y 1, H o t - S p o t P r o t e c t a n d T r a c e a b l e Q u a l i t y T r a . Q ™ . EX T R E M E W E A T H E R R A T I N G Hi g h - t e c h a l u m i n u m a l l o y f r a m e , c e r t i f i e d f o r hi g h s n o w ( 5 4 0 0 Pa ) a n d w i n d l o a d s ( 4 0 0 0 Pa ) . A R E L I A B L E I N V E S T M E N T In c l u s i v e 2 5 - y e a r p r o d u c t w a r r a n t y a n d 2 5 - y e a r li n e a r p e r f o r m a n c e w a r r a n t y 2. 1 A P T t e s t c o n d i t i o n s a c c o r d i n g t o I E C / TS 6 2 8 0 4 - 1 : 2 0 1 5 , m e t h o d A ( − 1 5 0 0 V, 9 6 h) 2 S e e d a t a s h e e t o n r e a r f o r f u r t h e r i n f o r m a t i o n . TH E I D E A L S O L U T I O N F O R : Ro o f t o p a r r a y s o n re s i d e n t i a l b u i l d i n g s Q. P E A K D U O B L K M L - G 1 0 . a + 38 5 - 4 0 5 EN D U R I N G H I G H PE R F O R M A N C E 3825 S Alder St 06/30/23 PV-1 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 ALDER ST Scale: 1" = 20' SITE MAP 1 00 20' 40' NORTH ROOF ACCESS POINTS. RIDGE SETBACKS - <33% TOTAL ROOF AREA 2019 CA INTERVENING CODE R324.6.1 & R324.6.2 : · R324.6.1 NOT LESS THAN TWO MINIMUM 36 IN. WIDE PATHWAYS ON SEPARATE ROOF PLANES, FROM THE LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDING. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. · R324.4.6.2 SETBACK AT RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE PLAN VIEW TOTOAL ROOF AREA, NOT LESS THAN 18 INCHES CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. PL RIDGE SETBACKS - <33% TOTAL ROOF AREA 2019 CA INTERVENING CODE R324.6.1 & R324.6.2 : · R324.6.1 NOT LESS THAN TWO MINIMUM 36 IN. WIDE PATHWAYS ON SEPARATE ROOF PLANES, FROM THE LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDING. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. · R324.4.6.2 SETBACK AT RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE PLAN VIEW TOTOAL ROOF AREA, NOT LESS THAN 18 INCHES CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. NOTE: TOTAL ROOF AREA - 2847 SQ FT. SOLAR ARRAY AREA - 400 SQ FT. 400 / 2847 = .14 .14 X 100 = 24% 14% < 33% PL PL PL NEW MAIN SERVICE PANEL PV COMBINER (13) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES TILT: 18 AZIMUTH: 181 CAL-FIRE WALKWAYS (4) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES TILT: 18 AZIMUTH: 270 (3) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES TILT: 18 AZIMUTH: 90 3' 3' 3' 3' 1'-6" 3' PV BREAKER - RAPID SHUTDOWN INITIATION DEVICE 3825 S Alder St 06/30/23 PV-2.1 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 Scale: 1/8" = 1' ENLARGED ROOF PLAN1 (7) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES 74" x 41.1" 43LBS EXISTING 2"x 4" ROOF RAFTERS 24" O.C. IRONRIDGE XR100 RAIL (12) IRONRIDGE FOOTINGS NOTES: · PANEL ASSEMBLY WILL BE ATTACHED TO THE EXISTING ROOF BY THE CONSTRUCTION OF A STRUCTURAL FRAME TO CONSIST OF IRONRIDGE RAIL, AND FOOTINGS. ·LAG SCREWS SHALL BE AT LEAST 6" FROM ANY TRUSS JOINT. ·SOLAR PANELS ATTACHED TO RAIL WITH MODULE MOUNTING CLIP AND 1/4" NUTS & BOLTS ·ROOF PENETRATIONS WILL BE SECURE AND WEATHER TIGHT WITH RUBBERIZED ELASTOMAT SEALER AND FLASHING. ·ARRAY WEIGHT = 3.3 LBS/SQFT ·ROOF PENETRATIONS SECURE AND WEATHER TIGHT ·UL2703 & UL467 12'-4" 2'-6" 6'-11" 4' 6'-2" 10'-4" 8' 3825 S Alder St 06/30/23 PV-2 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 Scale: 1/8" = 1' ENLARGED ROOF PLAN1 (13) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES 74" x 41.1" 43LBS EXISTING 2"x 4" ROOF RAFTERS 24" O.C. IRONRIDGE XR100 RAIL (18) IRONRIDGE FOOTINGS NOTES: · PANEL ASSEMBLY WILL BE ATTACHED TO THE EXISTING ROOF BY THE CONSTRUCTION OF A STRUCTURAL FRAME TO CONSIST OF IRONRIDGE RAIL, AND FOOTINGS. ·LAG SCREWS SHALL BE AT LEAST 6" FROM ANY TRUSS JOINT. ·SOLAR PANELS ATTACHED TO RAIL WITH MODULE MOUNTING CLIP AND 1/4" NUTS & BOLTS ·ROOF PENETRATIONS WILL BE SECURE AND WEATHER TIGHT WITH RUBBERIZED ELASTOMAT SEALER AND FLASHING. ·ARRAY WEIGHT = 3.3 LBS/SQFT ·ROOF PENETRATIONS SECURE AND WEATHER TIGHT ·UL2703 & UL467 5/16" x 4" LAG SCREW INTO EXISTING 2X4 RAFTERS MIN. 2-1/2" EMBEDMENT. IRONRIDGE RAIL MODULE END/MID CLAMPS IRONRIDGE FOOTING 12'-4" 2'-6" 10'-4" 10'-4" 17'-4"6'-11" 2'-10" 6'-4" 8' 3825 S Alder St 06/30/23 PV-3 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 ELECTRICAL NOTES: · ALL PLAQUES AND SIGNAGE REQUIRED BY THE 2019 EDITION OF CALIFORNIA ELECTRICAL CODE AND THE AHJ AREA ELECTRICAL NEWSLETTER, WILL BE INSTALLED AS REQUIRED. · ALTERNATE POWER SOURCE PLACARD SHALL BE PLASTIC WITH ENGRAVED LETTERING IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTACHED BY POP RIVETS OR SCREWS OR OTHER APPROVED METHOD. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. · EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENT, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136 (A) REGARDLESS OF VOLTAGE. ·IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. ·ACCESS TO DC WIRING WILL BE RESTRICTED TO QUALIFIED PERSONAL ONLY. ·NEW BACK FED PV BREAKER SHALL BE POSITIONED AT OPPOSITE END OF MAIN BREAKER. ·BATTERY CIRCUIT BREAKER SHALL COMPLY WITH CEC ART. 690.10, 705.15(E) AND 408.36 (D). ·PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN A METALLIC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET WITH MINIMUM 3/8 INCH HIGH WHITE LETTERING ON RED BACKGROUND READING: "WARNING: PHOTOVOLTAIC POWER SOURCE". ·ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ·ELECTRICAL EQUIPMENT THAT ARE IN OTHER THAN DWELLING UNITS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF A POTENTIAL ARC FLASH. 110.16 ·NEC 690.13(B) EACH PV SYSTEM DISCONNECTING MEANS SHALL PLAINLY INDICATE WHETHER IN THE OPEN (OFF) OR CLOSED (ON) POSITION AND BE PERMANENTLY MARKED “PV SYSTEM DISCONNECT” OR EQUIVALENT. ADDITIONAL MARKINGS SHALL BE PERMITTED BASED UPON THE SPECIFIC SYSTEM CONFIGURATION. FOR PV SYSTEM DISCONNECTING MEANS WHERE THE LINE AND LOAD TERMINALS MAY BE ENERGIZED IN THE OPEN POSITION, THE DEVICE SHALL BE MARKED WITH THE FOLLOWING WORDS OR EQUIVALENT: “TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION.” · THE RAPID SHUTDOWN INITIATION METHODS SHALL BE LABELED IN ACCORDANCE WITH 690.56(C). · 690.12 RAPID SHUTDOWN OF PV SYSTEMS ON BUILDINGS. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT CONTROLS SPECIﬁC CONDUCTORS IN ACCORDANCE WITH 690.12(1) THROUGH (5) AS FOLLOWS. · 690.64 POINT OF CONNECTION. POINT OF CONNECTION SHALL BE IN ACCORDANCE WITH 705.12. THE RACKING SYSTEM IS LISTED TO UL 2703 FOR INTEGRATED GROUNDING; MODULES ARE AN ELECTRICAL BONDING COMPONENT AND ARE LISTED TO UL 1741; THUS NO ADDITIONAL GROUNDING HARDWARE, LUGS, OR COPPER WIRE ARE REQUIRED ON THE ROOF. NEW 225A MAIN SERVICE PANEL W/ 200A MCB EXISTING HOME GROUNDING SYSTEM 40A NEW ENPHASE IQ COMBINER BOX W/ INTEGRATED MONITOR ENPHASE TRUNK CABLE #12 (1) #6 GND TO J-BOX (4) #10 THWN-2 (1) #8 GND 3/4 " E.M.T. #11 B A B A B A B A #1 20A (20) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES (20) ENPHASE IQ7A-72-2-US MICRO INVERTERS MAX AC OUTPUT=1.45A 200A MCB(3) #8 THWN-2 (1) #8 GND 3/4 " E.M.T. #9 B A B A B A B A #1 20A PV BREAKER - RAPID SHUTDOWN INITIATION DEVICE 3825 S Alder St 06/30/23 PV-4 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: ATTACH TO MAIN ELECTRIC SERVICE MIN. 3/8" LETTERING RED BACKGROUND WITH WHITE CHARACTERS CAUTION SERVICE POINT & UTILITY METERING AL D E R S T WARNING TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 690.13(B) SOLAR PV BREAKER BREAKER IS BACKFED DO NOT RELOCATE ATTACH TO MAIN SERVICE PANEL ATTACH TO ANY INTERNAL AND EXTERIOR CONDUIT WITH SOLAR CIRCUIT REFLECTIVE LABEL 690.31(G)(3)(4) WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN 690.12 CEC 690.56 (C)(1)(a) TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY. SOLAR ELECTRIC PV PANELS ATTACH TO MAIN SERVICE PANEL ATTACH TO MAIN SERVICE PANEL MIN. 1/4" LETTERING RED BACKGROUND WITH WHITE CHARACTERS 690.54 PV POWER SOURCE OPERATING CURRENT: 36.25A OPERATING VOLTAGE: 240V PV COMBINER PANEL DO NOT ADD LOADS ATTACH TO PV COMBINER BOX / SUB-PANEL PV COMBINER SOLAR PV ARRAY ON ROOF SOLAR PV ARRAY ON ROOF NORTH PV BREAKER - RAPID SHUTDOWN INITIATION DEVICE 3825 S Alder St 06/30/23 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: 3825 Alder St, Santa Ana Contractor Company Name: Homegrown Energy Solutions Contractor License Number:. 1018672 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 3825 S Alder St 06/30/23 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. 3825 S Alder St 06/30/23 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. 3825 S Alder St 06/30/23 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 Homegrown Energy Solutions 6713 FloresRolando Knolls Dr, La Mesa , CA 91942 619 227 9447 3825 Alder St 7.391 CEC-AC 3825 S Alder St 06/30/23 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 Homegrown Energy Solutions 6713 Rolando Knolls Dr, La Mesa , CA 91942 619 227 9447 Flores 7.391 CEC-AC 3825 Alder St 3825 S Alder St 06/30/23 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: 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 Homegrown Energy Solutions 6713 Rolando Knolls Dr, La Mesa , CA 91942 619 227 9447 Flores 3825 Alder St 7.391 CEC-AC 3825 S Alder St 06/30/23 T-1 PROJECT NO. DATEREVISION DATE: 08/25/2022 DRAWN BY: A.B. 8. 0 0 k W D C S Y S T E M RI C H E L L E F L O R E S 38 2 5 A L D E R S T , SA N T A A N A , C A 9 2 7 0 7 PH O N E : ( 9 4 9 ) 9 1 0 - 9 1 9 1 LE G A L D E S C R I P T I O N / A P N : 4 1 0 0 3 1 1 5 LIC. -1018672 C-10 SCOPE OF WORK: · (20) HANWHA Q-CELLS Q.PEAK DUO BLK G10+ 400 MODULES ·(20) ENPHASE IQ7A-72-2-US MICRO INVERTERS ·(1) ENPHASE COMBINER BOX ·8.00 kW DC SYSTEM SIZE RICHELLE FLORES 3825 ALDER ST, SANTA ANA, CA 92707 8.00 KW DC SOLAR ELECTRIC SYSTEM PROJECT GENERAL NOTES: VICINITY MAP: SHEET #DESCRIPTION T-1 TITLE SHEET PV-1 SITE MAP PV-2 ARRAY LAYOUT PV-2.1 ARRAY LAYOUT PV-3 ELECTRICAL LINE DIAGRAM PV-4 SIGNAGE TABLE OF CONTENT: · SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED ON RESIDENTIAL STRUCTURE. ·DESIGN COMPLYING WITH THE 2019 EDITION OF CALIFORNIA ELECTRICAL CODE, NEC, 2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIA RESIDENTIAL CODE, CITY OF SANTA ANA CONSOLIDATED FIRE CODE, AND ALL LOCAL ORDINANCES AND POLICIES. ·THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE WITH THE CBC SECTION 1609 TO WITHSTAND A MINIMUM 110 MPH WIND LOAD. ·THIS HOUSE IS 2 STORIES TALL. ·THE RAFTERS ARE 2" X 4" AND 24" ON CENTER. ·THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND THE UTILITY IS OBTAINED. ·THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM WITH STORAGE BATTERIES. ·THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. ·IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. ·A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA REGULATIONS. ·PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED AS PER SECTION 110.26 CEC. ·WHERE A UFER CANNOT BE VERIFIED OR IS NOT PRESENT, A GROUNDING ELECTRODE SYSTEM SHALL BE INSTALLED AS PER CEC 250.53. ·ROOF MOUNTED CONDUIT AND RACEWAYS SHALL BE 7/8TH'S OFF THE ROOF DECK OF THE STIPULATIONS OF 310.15(B)(3)(C) SHALL APPLY. PROJECT SCOPE: 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# 101112956 Elec# 20178089 Issued 12/02/22 3825 S Alder St 06/30/23