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Home My WebLink About3117 S Pacific Ave - PlanBldg #101122953 Elect #20185429 APPROVALS: BLDG - J. Lo ELECT - M. Smith :ITY OF SANTA ANA *ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. NOTE: AC DISCONNECT SHALL BE INSTALLED WITHIN 10FEET OF UTILITY METER. ROOF ACCESS POI PROPERTY LINE LU F - - z_ J i � I LLI In O W > EXISTING Q I DRIVEWAY I I -- 251-61r ►/�lte7/.11��T3w7 77�ii373�i��T�T�I11n1Y� 1 (E) 30 - KYOCERA KD255GX-LFB3 (255W) MODULES SITE PLAN WITH ROOF PLAN SCALE: 3/32" = V-0" NOTE: A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER, DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL NOT BE INSTALLED WITHIN S OF THE GAS METERS' SUPPLY OR DEMAND PIPING. NOTE: • 3/4" OR GREATER IMC, RMC, FMC, LFMC, PVC, HDPE, NUCC, RTRC, LFNC, FMT, ENT OR EMT CONDUIT RUN EXPOSED CONDUIT RUN SHALL BE MIN. 7/8" ABOVE ROOF.' ROMEX RUN INSIDE ATTIC NOTE: ESS SEPARATION OF T MINIMUM FROM DOORS AND WINDOWS DIRECTLY ENTERING THE DWELLING UNIT AS PER CRC R328.4 PHOTOVOLTAIC MODULES JA SOLAR JAM54S31-405/MR (405 ) 67.8" � F Ln 1P Mi Da STRUCTURAL ONLY Q�p E ESSIONq O - —RE DD y � V �Nr G m\ C 87770 Im CIVIC F0F CA`\FO 29 Apr 2025 EXP : 30 Sep 2025 LEGEND JB JUNCTION BOX UM UTILITY METER ACD VISIBLE OPEN LOCKABLE AC DISCONNECT MSP MAIN SERVICE PANEL CB ENPHASE IQ COMBINER BOX 5C BAT ENPHASE BATTERY EMERGENCY DISCONNECT ED S B P C M IN R 4N L INV (E) INVERTER (E) AC DISCONNECT (E) SOLAR LOAD CENTER EXISTING MODULE ACD SLC ® -o -0- FENCE - GATE --- PROPERTY LINE CONDUIT TREES 0 El VENT, ATTIC FAN (ROOF OBSTRUCTION) CHIMNEY ® nning and Building Agen y EMf=EWER Q �rn�/p� I? EMPMHP&gT&4OLAR ) R PT""M A N C CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z O CO 0 W U) Q LL I Z w Q d) LL O 00 U) LL W Q U L J J CD Z Q U Z � D-Q� QJ Q 2 0- Q Q ~ coz0 Q CO H J_ SHEET NAME SITE PLAN WITH ROOF PLAN SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 :ITY OF SANTA ANA MODULE TYPE, DIMENSIONS & WEIGHT NUMBER OF MODULES = 8 MODULES MODULE TYPE = JA SOLAR JAM54S31-405/MR (405W) MODULES MODULE WEIGHT = 47.4 LBS / 21.5 KG MODULE DIMENSIONS = 67.8" X 44.65" = 21.02 SF UNIT WEIGHT OF ARRAY = 2.25 PSF PHOTOVOLTAIC MODULES JA SOLAR JAM54S31-405/MR (405W) 67.8" LID 1P 1 NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS NOTE: A. ALL ELECTRICAL EQUIPMENT, INVERTERS/COMBINER, DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL NOT BE INSTALLED WITHIN S OF THE GAS METERS' SUPPLY OR DEMAND PIPING. NOTE: 3/4" OR GREATER IMC, RMC, FMC, LFMC, PVC, HDPE, NUCC, RTRC, LFNC, FIAT, ENT OR EMT CONDUIT RUN EXPOSED CONDUIT RUN SHALL BE MIN. 7/8" ABOVE ROOF. * ROMEX RUN INSIDE ATTIC PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL NOT BE COVERED, MOVED, • 18" FIRE PATHWAY 18" FIRE PATHWAY 17'-1" 36" FIRE PATHWAY OffiM ¢ a --- r -- a a ----- � of LL LL RE-ROUTED OR RE -LOCATED. Ak ao CO 36" FIRE PATHWAY BILL OF MATERIALS 9 EQUIPMENT RAIL QTY 6 DESCRIPTION UNIRAC NXT UMOUNT RAIL - 168" DARK - UNIVERSAL CLAMP 22 NXT UMOUNT COMBO CLAMP - DARK 18" FIRE PATHWAY ATTACHMENT 16 UNIRAC STRONGHOLD W/BUTYL ATT KIT #14S MILL ACCESSORIES 12 NXT UMOUNT RL & CLMP CAP KIT 00 MLPE & GROUNDING 11 NXT UMOUNT MLPE & LUG CLAMP ARRAY AREA & ROOF AREA CALC'S (N) 3/4" OR GREATER EMT CONDUIT AREA OF AREA OF AREA OF NEW TOTAL ROOF RUN (7/8 INCHES ABOVE ROOF) NEW EXISTING & EXISTING AREA OF ROOF(PLAN AREA VIEW) ARRAY ARRAY ARRAY (Sq. Ft.) COVERED BY (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) ARRAY % 168.18 627.33 i 795.51 3261 24.39 SLC ACID 24.39 ROOF AREA (ARRAY <33% of ROOF AREA) INV INV MSAI I0.-_ _ u rol ,ROOF PLAN WITH MODULES (E) 30 - KYOCERA KD255GX-LFB3 SCALE: 1/8" = 1'-0" � \► (255W) MODULES C U 36" FIRE PATHWAY STRUCTURAL ONLY Q�pF ESSIOHq =��p -\R E D p y� Q_�� s 8777 G CIVIL FOF CA��F� 29 Apr 2025 EXP : 30 Sep 2025 NOTE:CONTRACTOR TO VERIFY EXISTING FRAMING, STRUCTURAL LETTER AND NOTIFY FOR INCASE OF ANY DISCRIPENCIES ROOF DESCRIPTION ROOF TYPE ASPHALT SHINGLE ROOF # OF MODULES ROOFRAFTERS TILT AZIMUTH SIZE RAFTERS SPACING #1 8 28° 271 ° 2" X 8" 24" O.0 LEGEND JB JUNCTION BOX UM UTILITY METER ACD F9 VISIBLE OPEN LOCKABLE AC DISCONNECT MSP MAIN SERVICE PANEL CB I ENPHASE IQ COMBINER BOX 5C ENPHASE BATTERY EMERGENCY DISCONNECT BAT SUB P C M IN P L INV (E) INVERTER LACID (E) AC DISCONNECT SLC (E) SOLAR LOAD CENTER EXISTING MODULE ENPHASE ENERGY IQ8PLUS-72-M-US [240VI[SI1-SBI MICRO INVERTER CONDUIT UNIRAC NXT UMOUNT RAIL ROOF ATTACHMENT UNIRAC STRONGHOLD W/BUTYL @72" O.0 O VENT, ATTIC FAN (ROOF OBSTRUCTION) RAFTERS CHIMNEY - — - ® fining and BUilding Agen y EMPRWRT94OLAR )R PFRWI��SUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com C-10 #1057693 Scott Forster VERSION DESCRIPTION I DATE I REV INITIAL RELEASE 1 03-07-2025 UR PROJECT NAME z 0 CO Fn Q W (n Q LL I Z w Q p 0 00 U)L0 LL W Q U L J J N Z Q U z � � LLJ 0-Q� QJ Q 2 Q Q ~ I--=) coz0 Q CO U) } H J_ SHEET ROOF PLAN WITH MODULES SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-2 NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS ,ATTACHMENT DETAIL 1 SCALE: NTS ENLARGE VIEW ASPHALT SHINGLE ROOF NXT UMOUNT COMBO CLAMP MMUKOWn UNIRAC NXT RAIL RAIL CLAMP ASSY UNIRAC STRONGHOLD W/BUTYL (CONSIDER #14 WOOD SCREWS) 2 X #14-14 X 3" TYPE AB SCREW HWH, SS W/ #14 EPDM WASHER DTD BUTYL ATT ASSY (1/8" BUTYL) (E) 2"X8" RAFTERS @24" O.0 ATTACHMENT DETAIL (ENLARGED VIEW) 2 SCALE: NTS STRUCTURAL ONLY Q�pFUslo qe REDD? F,y 8777 clv it FOF CA��F� 29 Apr 2025 EXP : 30 Sep 2025 F =1TY OF SANTA ANA nning and Building Agen y EMP0WE-R EMP5WP&gT&4OLAR )R PFR'WIT� SUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com C-10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z 0 CO F) LLI U)Q wDz w Q p LL 0 00 cg0c� W� Q U L J J N z Q U z cn� Lu o-Q� Q Q 2 Q � Q � z z0 Q� J I- D SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-3 CITY OF SANTA ANA m E m Bottom mounting bracket Mounting slots Locating features for pedestal leg marked "L" Inclined slots for pedestal assembly The keyholes are to mount the base unit of 10 Battery 5P to the bottom mounting bracket and should not be used to mount the bottom mounting bracket 522 mm (20.5 in) r r qoo ©oo� I o o O o o O o o C O o 0 0 0 _ 0 0 0 d `-000 o 000 0 00 0 0 0o a 534 mm (21 in) BATTERY MOUNTING DETAILS \ 1 \ SCALE: NTS Top shield 10 wall -mounting holes marked "P",'0" and"E" Two embosses with indentation marks provide flexibility to instaters to fix the top shield These two flanges conned the top shield to the bottom mounting bracket TOP SHIELD (N) ENPHASE ENERGY INC./IQ BATTERY-5P-1 P-NA [240V] [S11-SB] (MAX. WT.:174 LBS) MEIN GRADE SIDE VIEW SCALE: NTS Planning and Building Agen y CMPOWEP EMPRPOET&4OLAR FjDR PERM"-'S<SUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email : permits@mpwrsolar.com Ma ter ID: (E) DBL 2x TOP PL. (E) 2x4 STUDS @ 16" O.C. A MINIMUM OF SIX 1/4" LAG SCREWS 7.6 CM (3 INCHES) LONG W/ 2.5" MIN. EMBEDMENT INTO WALL STUD (HEAD THICKNESS < 5 MM [0.2 INCH]) BOTTOM MOUNTING BRACKET A MINIMUM OF THREE 5/16" LAG SCREWS 7.6 CM (3 INCHES) LONG W/ 2.5" MIN. EMBEDMENT INTO WALL STUD (ON THE CENTERLINE) (E) SILL PL. STRUCTURAL ONLY pF E/�a I n y 8777 s' CiV t'l- ��\P FOF CA1 �F0 29 Apr 2025 EXP : 30 Sep 2025 C-10 #1057693 Scott Forster VERSION DESCRIPTION I DATE I REV INITIAL RELEASE 1 03-07-2025 UR PROJECT NAME z 0 CO Q W to Q W � Z LU � Q Q U) U cv Ln W Q U L J J N z Q U z cf) -j- aQ0�—.. Q�Q= J Q Q coz0 Q CO to } J_ H D SHEET NAME BATTERY MOUNTING DETAILS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-3.1 CITY OF SANTA ANA AMBIENT TEMPERATURE SPECIFICATIONS CONDUCTOR CONDUCTOR RECORD LOW AMBIENT TEMP CONDUIT TEMPERATURE TEMPERATURE TEMPERATURE (HIGH TEMP 2%) HEIGHT RATE (ON RATE (OFF ROOF) ROOF) 3° 28° 7/8" 90° 90° DERATE: (E) 200A MAIN BREAKER TO BE DERATED TO (N) 150A TO ALLOW TOTAL BACKFEED OF 90A EXISTING SYSTEM SOLAR MODULE SPECIFICATIONS VMP IMP VOC TEMPERATURE QUANTITY OF MANUFACTURER / MODEL # (V) (A) (V) (A) (A) COEFFICIENT MODULES OF Voc JA SOLAR JAM54S31-405/MR 31.2112.98 37.23 13.87 -0.28%/°C 8 (405W) MODULE DIMENSIONS 67.8"L x44.65"W x1.18"D (E) 30 - KYOCERA KD255GX-LFB3 (255W) MODULES 8 MICRO -INVERTERS IN BRANCH CIRCUIT #1 I I ti � ti � ti � ENPHASE ENERGY IQ8PLUS-72-M-US [240VI[Sll-SB], MICRO -INVERTERS I (E) JUNCTION BOX EXISTING WIRES PRODUCTION CTs LIMIT PRODUCED POWER (N) JUNCTION BOX (E) SOLAREDGE SE380OA-US INVERTER O ACN 0 EXISTING WIRES (E) SOLAREDGE SE3000A-US INVERTER O DC ACN O TERMINATOR CAP ON LAST CABLE I r CONNECTOR IQ -CABLE (TYP.) G NOTE: AC DISCONNECT SHALL BE INSTALLED WITHIN 1 OFEET OF UTILITY METER. NOTE: THERE IS NO MICROGRID INTERCONNECTION DEVICE (MID) AS PART OF THE SYSTEM AND A EP20OG101-M24OUS00 WILL NOT BE INSTALLED. THE BATTERY DOES NOT PROVIDE BACKUP OR OPERATE WHEN THE GRID IS DOWN. NOTE: * 3/4" OR GREATER IMC, RMC, FMC, LFMC, PVC, HDPE, NUCC, RTRC, LFNC, FMT, ENT OR EMT CONDUIT RUN EXPOSED CONDUIT RUN SHALL BE MIN. 7/8" ABOVE ROOF. * ROMEX RUN INSIDE ATTIC ELECTRICAL LINE DIAGRAM 1 SCALE: NTS (N) ENPHASE IQ COMBINER BOX 5C IQ GATEWAY 15A I I i� 22(I I I 4,�0k------ -[01 r— — I I I I (1) IQ -CABLE I I (1) PV #6 BARE CU GND I I A I r---J BATTERY CT'S LIMIT � �ic BATTERY CHARGE/DISCHARGE I I I (N) ENPHASE ENERGY INC./IQ BATTERY-5P-IP-NA J [240V] [SI1-SB]_ I(N) 60A NON FUSED C EMERGENCY DISCONNECT -----J (N)20A BATTERY BREAKER J INVERTER SPECIFICATIONS MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT NOMINAL OUTPUT VOLTAGE CURRENT ENPHASE ENERGY 8 240VAC 1.21A IQ8PLUS-72-M-US [240V][S11-SB] SYSTEM SIZE: 8 x 405W = 3.240 kWDC LTILITY METER NO.: 222013-7821i SYSTEM SIZE: 8 X 378.3 X 0.97 = 2.936 CEC kWAC SERVICE FEED: UNDERGROUND INTERCONNECTION 120% RULE - CEC 705.12(B)(3)(2) SUB FEED + (E) SOLAR BACKFEED + (N) SOLAR BACKFEED + BATTERY BACKFEED 80A + (E) 35.625A + (N) 12.1A + 20.OA = 147.725A (E) SOLAR LOAD (E) AC DISCONNECT CENTER SUB BUSS RATING x 120% I— I 125A x 120% = 240A G EXISTING WIRES EXISTING WIRES SECONDARY CT'S ON LEGACY EXISTING WIRES SYSTEM ACCOUNT FOR PRODUCTION OF EXISITNG (E) 200A MAIN SERVICE SYSTEM PANEL WITH (N) 150A MAIN PRIMARY CONSUMPTION BREAKER (CENTER FED) CTs, MONITOR HOME LOAD WIRED DIRECTIONAL COMMUNICATION UTILITY METER U — _ — — _ — — — — — — — — — — — — — — — — — — — — 1-PHASE, 3-W, ------------- — — — — 7 120V/24OV,601z (N) 60A A NON -FUSED VISIBLE OPEN LOCKABLE AC DISCONNECT ,240VAC ( )125A COMBINE PANEL a L o0 I I I [— — — t — — G — — — I 150A f 40A R 40A 0A (E) 40A PV BREAKER (N) 40A PV + BATTERY BREAKER 80A FEEDER EXISTING -L GROUNDING (N) 150A MAIN SYSTEM BREAKER Inning and Building Agericy E-MI=OV✓EP EMPOVtlEFd 1250 RIC (ALAR DR PFR I WjS'9kIJA N C E CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB: 1057693 6. Email : permits@mpwrsolar.com C-10 #1057693 Scott Forster VERSION DESCRIPTION I DATE REV INITIAL RELEASE 1 03-07-2025 UR PROJECT NAME Z 0 U) 0 Q W (n Q LIJ Z 00 W Q � LL ON (A 0 cal J L0 cli LU < () W Z Q U Z u),t J�ZLU z d Q Q Q .- 00Z0 Q U J H SHEET NAME ELECTRICAL LINE DIAGRAM SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-4 AWARNING ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: MAIN SERVICE PANEL (IF APPLICABLE). PER CODE(S): CEC 2022: CEC 706.15 (C)(4) & CEC 690.13(B) r PHOTOVOLTAIC AC DISCONNECT L LABEL LOCATION: AC DISCONNECT/BREAKER/ POINT OF CONNECTION (PER CODE: CEC 690.13(B) LABEL LOCATION: MAIN SERVICE DISCONNECT / UTILITY METER (PER CODE: CEC 690.13(B)) LABEL LOCATION: SERVICE PANEL IF SUM OF BREAKERS EXCEEDS PANEL RATING CEC 705.12 (B)(3)(4) A CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LABEL LOCATION: MSP (PER CODE: CEC 705.12(B)(3)(4) & CEC 690.59 WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRE� DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR LABEL LOCATION: POINTS OF CONNECTION/BREAKER CODE: CEC 705.12(B)(3)(3) LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2022: 690.54 LABEL LOCATION: EMT/CONDUIT RACEWAYS (PER CODE: CEC 690.31(D)(2) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER (WITHIN 3 FEET), INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2022: 690.56(C)(2) AWARNING THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT LABEL LOCATION: COMBINER PER CODE: CEC 690.31(E) 2" CAUTION: PHOTOVOLTAIC SYSTEM COMBINER PANEL. DO NOT ADD LOADS. LABEL LOCATION: COMBINER PANEL REQ'D BY CEC 705.12 (B)(3)(4) APPLY TO: MAIN SERVICE PANEL LABEL LOCATION: BATTERY DISCONNECT CEC 480.7(B) i, 3" 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. LABEL LOCATION: MAIN SERVICE PANEL PER CODE(S): 2022 CEC 690.56(C) 2022 CFC 1205.4.1(1) Prnn RV r.Fr. Ina iarri LABEL LOCATION: POINT OF INTERCONNECTION MAIN SERVICE PANEL (CEC 705.12(C) & CEC 690.59) CAUTION! MULTIPLE SOURCES OF POWER JTY OF SANTA ANA nning and Building Agen y CMf=OWC-2 EMP QPKRT94OLAR FOR PERT "-SSUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Ma ter ID: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN ENPHASE BATTERY EMERGENCY DISCONNECT COMBINER BOX VISIBLE OPEN LOCKABLE AC DISCONNECT UTILITY METER MAIN SERVICE PANEL WITH MAIN BREAKER SOLAR LOAD CENTER INVERTER AC DISCONNECT INVERTER PV MODULES (N PV MODULES W Q U U Q D_ rn r— co 10 #1057693 Scott Forster VERSION DESCRIPTION EDATTE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z O QW U) Q LLI ry W Q p 0 00 cq 0 cal Lo W- Q U W CD z Q U z -t LLJ D-Q0� � Q = D J Q Q ~ co z 0 Q H J_ SHEET NAME WARNING LABELS & PLACARD SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-5 Project : Project Number : By : Date : UNIRAC 1411 Broadway Blvd, NE Albuquerque, NM 87102 RE: Battery Installation at 3117 S Pacific Ave, Santa Ana, CA 92704, USA To Whom it May Concern, CODE REFERENCES: BUILDING CODE: 2022 CALIFORNIA BUILDING CODE 2021 INTERNATIONAL BUILDING CODE ASCE 7-16 SCOPE OF WORK: DESIGN PARAMETERS SDS : g Enphase IQ Battery 5P :lbs EXISTING STRUCTURE WALL : 2x4 Stud Wall @ 16" O.C. CONNECTION TO STRUCTURE MOUNTING CONNECTION : OBSERVED CONDITIONS: Praneet R Erusu, P.E. Principal Engineer Erusu Consultants US Inc. Allen Jensen PE 04-29-2025 29 April 2025 The observed roof framing is described below. If field conditions differ, the contractor shall notify the engineer prior to starting construction. The stud wall framing is supported by 2x4 wood stud @ 16" O.C. The maximum allowed height of wall is 10ft, to be verified in field by the contractor. Per your request, we have reviewed the connection of battery to existing wall. The purpose of our review was to determine the adequacy of connection to the existing stud wall to support the proposed battery on wall. The structural review that follows, including plans and calculations, only apply to the section of the wall that is directly supporting the battery system and its supporting elements. 174 1.029 FOR BOTTOM MOUNTING BRACKET: (3) 5/16" LAG SCREWS w/ MIN. 2.5" EMBEDMENT INTO (E) STUD (ON THE CENTERLINE), USING 1 STUD MINIMUM FOR BATTERY SINGLE STACK FOR TOP SHEID: (6) 1/4" LAG SCREWS w/ MIN. 2.5" EMBEDMENT INTO (E) STUDS/STUD WALL (HEAD THICKNESS < 5 MM [0.2 INCH] 29 Apr 2025 EXP : 30 Sep 2025 Page 1 Project : Project Number : By : Date : Calcualtion of Seismic Demand on Equipment - Enphase IQ Battery 5P Seimsic Design Criteria SDS =g ap =ASCE7-16 Table 13.6.1 Rp =ASCE7-16 Table 13.6.1 z = ft h = ft Ip = Fp(max) : Wp 1.6 * SDS * Ip * Wp ASCE 7-16 EQ 13.3-2 Fp(min): Wp 0.3 * SDS * Ip * Wp ASCE 7-16 EQ 13.3-3 Fp : Wp ASCE 7-16 EQ 13.3-1 Fv : Wp 1.2 + 0.2SDs Fp : Wp (Strength level) Fv : Wp (Strength level) Fp : Wp (ASD) Fv : Wp (ASD) Equipment & Attachment Info Height of Equipment (H)= in Width of Equipment (W)= in Depth of Equipment (D) = in Weight of the Equipment (Wp)=lb Height of C.G (hcg) =in Anchor Spacing Along Height (Ha) =in Half of the Bracket Width (Wa) =in No. of Anchors Along Height (nh)= No. of Anchors Along Width (nw)= Total Number of Anchors (nt) = Allen Jensen PE 1.029 04-29-2025 1 2.5 10 10 1 1.646 0.309 0.494 0.4 * ap * SDS * Wp * (1 + 2z/h) Rp / Ip 7.4 3 1 3 1.406 0.346 0.984 38.6 21.7 0.494 1.406 174 19.3 13 11 Page 2 Project : Project Number : By : Date : Allen Jensen PE 04-29-2025 Reaction at Anchors Fp:= Fp * Wp =Horizontal Seismic Force: Fv:= Fv * Wp =Vertical Seismic Force: Tx = Fp*/nw =lb F p Actung Perp. To Wall Ty = (Fp*D/Wa)/nh =lb F p Actung Parallel To Wall Tu1 = (Tx 2 + Ty 2)1/2 = lb SRSS Combination of 2 Orthogonal Directions Tu2 = (Fv*D/Ha)/nw = lb Tension due to F v Tu = Tu1 +Tu2 = lb Design Tension Load Vu = (Fv/nt) +(Fp/nt) = lb Design Shear Load Anchor Design Forces Ω0 = Ω0 * Tu=lb Anchor Design Tension Load Ω0 * Vu=lb Anchor Design Shear Load Capacity of Fastners Lag Screw/Bolt Size = Cd = (Refer NDS Table 2.3.2) Embedment = in Grade of Wood = #2 (or better) G = Capacity = lb/in (Refer NDS Table 12.2A) Number of Screws in Tension = Withdrawal Capacity of Fasteners = lb Tension DCR = Capacity (Parallel) = lb (Refer NDS Table 12K) Capacity (Perpendicular) = lb (Refer NDS Table 12K) Shear Capacity of Fasteners (Parallel) = lb Min. 7 ga thickness Shear Capacity of Fasteners (Perp.) = lb Shear DCR = (Measured from side of the framing member to tapered tip of lag screw, embeddment in sheathing and tapered tip of screw is not included ) 60.2 lbs 171.2 lbs DF 230 256 160 368 0.12 266 1 1064 0.21 0.5 60.159 110.53 2 5/16 1.6 221.06 154.26 14.133 61.797 48.734 77.129 2.5 Page 3 Project : Project Number : By : Date : Allen Jensen PE 04-29-2025 Loading on Studs Out of Plane Load = Out of Plane Load per Stud = lb *See Enercalc Output for Stud Capacity Calcualtion 60.2 lbs 60.159 Page 4 Wood Column LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x4 post Project File: 2x4 Stud.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information Wood Section Name 2x4Analysis Method : 10Overall Column Height ft Allowable Stress Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top & Bottom Pinned Wood Species Wood Grade Fb +1,500.0 1,500.0 psi 1,000.0 1,000.0 150.0 1,000.0 33.0 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,400.0 1,400.0 1,400.0 1,400.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 1.0 Use Cr : Repetitive ? Kf : Built-up columns 1.0 Exact Width 1.50 in Exact Depth 3.50 in Area 5.250 in^2 Ix 5.359 in^4 Iy 0.9844 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 1.0 1,400.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 1.0 x-x Bending y-y Bending ksi No Minimum Basic Fully braced against buckling ABOUT Y-Y Axis Fully braced against buckling ABOUT X-X Axis Column Buckling Condition: .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 12.031 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 10.0 ft, D = 0.20, Lr = 0.060, W = 0.260 k BENDING LOADS . . . Lat. Point Load at 5.0 ft creating Mx-x, E = 0.060 k .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.1785 Location of max.above base 5.034 ft Applied Axial 0.2120 k Applied Mx 0.1043 k-ft Load Combination +D+0.70E Load Combination +D+0.70E Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 9.0 psi 240.0Allowable Shear psi 0.0250 : 1 Bending Compression Tension Location of max.above base 10.0 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.030 k Bottom along Y-Y 0.030 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.2908 in at 5.034 ft above base for load combination :E Only Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 1,600.0 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results D Only 0.900 PASS PASS0.0 0.0 10.0 ft1.000 ft0.04487 +D+Lr 1.250 PASS PASS0.0 0.0 10.0 ft1.000 ft0.04145 +D+0.750Lr 1.250 PASS PASS0.0 0.0 10.0 ft1.000 ft0.03917 +D+0.60W 1.600 PASS PASS0.0 0.0 10.0 ft1.000 ft0.04381 +D+0.750Lr+0.450W 1.600 PASS PASS0.0 0.0 10.0 ft1.000 ft0.04453 +D+0.450W 1.600 PASS PASS0.0 0.0 10.0 ft1.000 ft0.03917 +0.60D+0.60W 1.600 PASS PASS0.0 0.0 10.0 ft1.000 ft0.03372 +D+0.70E 1.600 PASS PASS5.034 0.0250 10.0 ft1.000 ft0.1785 +D+0.5250E 1.600 PASS PASS5.034 0.01875 10.0 ft1.000 ft0.1340 Page 5 Wood Column LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x4 post Project File: 2x4 Stud.ec6 Project Title: Engineer: Project ID: Project Descr: Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results +0.60D+0.70E 1.600 PASS PASS5.034 0.0250 10.0 ft1.000 ft0.1781 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.212 +D+Lr 0.272 +D+0.750Lr 0.257 +D+0.60W 0.368 +D+0.750Lr+0.450W 0.374 +D+0.450W 0.329 +0.60D+0.60W 0.283 +D+0.70E 0.021 0.2120.021 +D+0.5250E 0.016 0.2120.016 +0.60D+0.70E 0.021 0.1270.021 Lr Only 0.060 W Only 0.260 E Only 0.0300.030 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.60W 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr+0.450W 0.0000 0.000 0.000 ftftinin0.000 +D+0.450W 0.0000 0.000 0.000 ftftinin0.000 +0.60D+0.60W 0.0000 0.000 0.000 ftftinin0.000 +D+0.70E 0.0000 0.204 5.034 ftftinin0.000 +D+0.5250E 0.0000 0.153 5.034 ftftinin0.000 +0.60D+0.70E 0.0000 0.204 5.034 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 W Only 0.0000 0.000 0.000 ftftinin0.000 E Only 0.0000 0.291 5.034 ftftinin0.000 . Page 6 Wood Column LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x4 post Project File: 2x4 Stud.ec6 Project Title: Engineer: Project ID: Project Descr: Sketches Page 7 EMPOWER SOLAR To Whom It May Concern, CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: I, Allen Jensen , hereby authorize Empower Solar to pull all necessa6Termits to install a roof mount PV system and all necessary equipment at 3117 S Pacific Ave Santa Ana, CA 92704 Sign ALLEN�7ENSEN Date: Mar 12, 2025 Project : Project Number : By : Date : UNIRAC 1411 Broadway Blvd, NE Albuquerque, NM 87102 RE: Solar Array Installation at 3117 S Pacific Ave, Santa Ana, CA 92704, USA To Whom it May Concern, CODE REFERENCES: BUILDING CODE: 2022 CALIFORNIA BUILDING CODE 2021 INTERNATIONAL BUILDING CODE ASCE 7-16 SCOPE OF WORK: DESIGN PARAMETERS RISK CATEGORY : DESIGN WIND SPEED : mph WIND EXPOSURE : GROUND SNOW LOAD : psf SEISMIC DESIGN CATEGORY : EXISTING ROOF STRUCTURE ROOF : 2x8 Rafters @ 24" O.C. ROOF MATERIAL : Asphalt Shingles CONNECTION TO ROOF STRUCTURE MOUNTING CONNECTION : Allen Jensen PE 04-29-2025 Roof structural framing plan has been reviewed for additional loading due to installation of the roof mounted solar PV addition. The structural review that follows, including plans and calculations, only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements. 29 April 2025 Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof per layout plan. (2) #14 WOOD SCREW w/ MIN. 1.55" EMBEDMENT INTO (E) 2x FRAMING MEMBER @ MAX. 72" o.c. ALONG RAILS (2) RAILS PER ROW OF PANELS, EVENLY SPACED. PANEL LENGTH PERPENDICULAR TO RAIL NOT TO EXCEED 67.8" II 95 B 0 *null Page 1 OBSERVED CONDITIONS: CONCLUSIONS: LIMITATIONS: Praneet R Erusu, P.E. Principal Engineer Erusu Consultants US Inc. The observed roof framing is described below. If field conditions differ, the contractor shall notify the engineer prior to starting construction. The roof framing is supported by 2x8 Rafters @ 24" O.C are spanning between load bearing walls. The maximum allowed clear span of rafter is 19ft, to be verified in field by the contractor. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2022 CBC, Section 1607.14.4). The gravity loads and the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2022 CEBC are met and the structure is permitted to remain unaltered. The solar array will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight (and resulting seismic load) of 5.3%. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2022 CEBC. Thus the existing lateral force resisting system is permitted to remain unaltered. Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Existing Roof and structural members are assumed to be in good and serviceable condition. The contractor must notify Erusu Consultants US Inc. should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. The use of solar panel support span tables provided by others are allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails), etc., and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Erusu Consultants US Inc. assumes no responsibility for improper installation of the solar array. 29 Apr 2025 EXP : 30 Sep 2025 Page 2 Project : Project Number : By : Date : Address : Site Plan: Allen Jensen PE 04-29-2025 3117 S Pacific Ave, Santa Ana, CA 92704, USA Page 3 Project : Project Number : By : Date : Roof Dead Load Roof Slope = : Angle = degrees Roof Live Load Roof Live Load = psf (Refer ASCE 7-16, Table 4.3-1) Roof Live Load with PV Array = psf 2022 CBC, Section 1607.14.4 (Ceiling load and MEP is assumed to be not supported by rafter) 3.40 1/2" Gypsum Ceiling Allen Jensen PE 04-29-2025 DL = Increase due to Roof Slope Plan Projected Material Weight (psf) 4.53 1.25 3.40 0.57Insulation 0.5 1.13 2.49 1.50 13.74 1/2" Plywood 1.1 1.13 Framing 3 1.13 Asphalt Shingles 4 1.13 6.4 12 28 Material Material Weight (psf) PV Array 3 1.13 2.2 1.13 MEP & Misc. 1.5 20 0 Page 4 Project : Project Number : By : Date : Allen Jensen PE 04-29-2025 Summary of Gravity Loads Dead Load, D = psf Roof Live Load, Lr = psf Gravity Load Comparison (D + Lr)/Cd = psf (Cd = 0.9 for D, 1.15 for S, 1.25 for Lr) Max Loading = psf Proposed to Current Loading Ratio = Existing With PV Array 13.74 17.14 31.27 19.04 20.00 0.00 Existing With PV Array O.K. Gravity Loading with PV Array is not stressing the current framing system by more that 5% of the original configuration. Per Section 503.3 of 2022 California Existing Building Code the structure is allowed to remain unaltered for gravity loading 31.27 19.04 61%< 105% Page 5 Project : Project Number : By : Date : Wind Load Calculation Wind Loads - ASCE 7-16 Chapter 26 & 29 Width of the Building, B = ft (Approximate) V = mph Exposure = Average height of building, z = ft - avg (Approximate) ft (Refer ASCE 7-16, Table 26.11-1) α =Zg =ft (Refer ASCE 7-16, Table 26.11-1) Kh & Kz =2.01(z/Zg)^(2/α) = Kzt =(Refer ASCE 7-16, Equation 26.8-1) Kd =(Refer ASCE 7-16, Table 26.6.1) Ke =(Refer ASCE 7-16, Table 26.9-1) qh ='.00256 KzKztKdKeV² =psf (Refer ASCE 7-16, Section 26.10-1) Building Classification = Solar Panel Components and Cladding p C&C = qh(GCp)(ϒe)(ϒa)ASCE 7-16 Chaper 29.4.4 Module Length =in Module Width =in Area of Module =ft2 Roof Pitch =: Slope =degrees Gable Roof = ϒe= ϒa= (Refer ASCE 7-16, Figure 29.4-8) Allen Jensen PE 04-29-2025 1200 zmin = 30 7 1 51 1 0.85 11.29 6.4 44.65 95 B 15 0.57 Enclosed 0.8 21.0 67.8 27° < θ ≤ 45° 1.5 12 28 Page 6 Project : Project Number : By : Date : Allen Jensen PE 04-29-2025 Zone 1 Uplift External Wind pressure coefficient GCp = External Wind pressure, qGCp = psf Zone 2 Uplift External Wind pressure coefficient GCp = External Wind pressure, qGCp = psf All Zone Downward External Wind pressure coefficient GCp = External Wind pressure, qGCp = psf Maximum Uplift Wind Pressure, p = psf Minimum Downward Wind Pressure, p =psf Wood Screw Connection Check (ASD) Tributary Width =in (Max Spacing of fasteners along Rails) Tributary Length =in (Half Panel Length) Tributary Area =ft2 Wood Screw Number = Cd = (Refer NDS Table 2.3.2) Embedment = in Grade of Wood = #2 (or better) G = Capacity = lb/in (Refer NDS Table 12.2B) Number of Screws in Tension = Prying Coefficient = Capacity of Fasteners = lb Demand -1.8 (Measured from top of the framing member to tapered tip of wood screw, embedment in sheathing and tapered tip of screw is not included) DF -24.38 -1.5 -20.316 -24.38 16.0 33.9 17.0 #14 1.6 1.55 72 0.8 10.8 Uplift (lb)Zone 0.5 172 2 1.4 609 Zone 1 Zone 2 0.41 Pressure ASD (0.6W)(psf) -12.2 -14.6 17.0 247.9 609 DCR 17.0 206.6 609 0.34 Capacity (lb)Tributary Area (ft2) Page 7 Wood Beam LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x8 Rafter @ 24" o.c. (Wind Condition_Downward) (Strength Check) Project File: 2x8 Joist @ 24 O.C.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir - Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.00810 ksf, Tributary Width = 2.0 ft, (Existing Roof Dead Load) Point Load : D = 0.0420, W = 0.2260 k @ 8.350 ft, (Solar Panel Load) Point Load : D = 0.0420, W = 0.2260 k @ 12.0 ft, (Solar Panel Load) Uniform Load : Lr = 0.020, W = 0.0160 ksf, Extent = 0.0 -->> 1.650 ft, Tributary Width = 2.0 ft, (Existing Wind & Roof Live Load) Uniform Load : Lr = 0.020, W = 0.0160 ksf, Extent = 18.70 -->> 19.0 ft, Tributary Width = 2.0 ft, (Existing Wind & Roof Live Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.971: 1 Load Combination +D+0.60W Span # where maximum occurs Span # 1 Location of maximum on span 8.668 ft 26.19 psi= = 1,987.20 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination D Only = = = 162.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.162 : 1 18.445 ft= = 1,930.14 psi Maximum Deflection 161 <144 131 Ratio =0 <115 Max Downward Transient Deflection 1.410 in 0 Ratio =>=144 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.731 in Ratio =>=115 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : W Only n/a Span: 1 : +D+0.60W n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 19.0 ft 1 0.861 0.162 0.90 1.200 1.151.00 1.00 1.05 962.2 1,117.8 0.19 162.01.00 26.21.00 1.00+D+Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.637 0.138 1.25 1.200 1.151.00 1.00 1.08 988.6 1,552.5 0.22 225.01.00 31.01.00 1.00+D+0.750Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 Page 8 Wood Beam LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x8 Rafter @ 24" o.c. (Wind Condition_Downward) (Strength Check) Project File: 2x8 Joist @ 24 O.C.ec6 Project Title: Engineer: Project ID: Project Descr: Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 19.0 ft 1 0.632 0.132 1.25 1.200 1.151.00 1.00 1.08 981.9 1,552.5 0.21 225.01.00 29.61.00 1.00+D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.971 0.161 1.60 1.200 1.151.00 1.00 2.11 1,930.1 1,987.2 0.34 288.01.00 46.41.00 1.00+D+0.750Lr+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.860 0.155 1.60 1.200 1.151.00 1.00 1.87 1,708.2 1,987.2 0.32 288.01.00 44.71.00 1.00+D+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.849 0.144 1.60 1.200 1.151.00 1.00 1.85 1,687.5 1,987.2 0.30 288.01.00 41.41.00 1.00+0.60D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.779 0.125 1.60 1.200 1.151.00 1.00 1.69 1,547.3 1,987.2 0.26 288.01.00 35.91.00 1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.291 0.055 1.60 1.200 1.151.00 1.00 0.63 577.3 1,987.2 0.11 288.01.00 15.71.00 . LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+0.60W1 1.7309 9.639 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.358 0.351 Max Upward from Load Combinations 0.358 0.351 Max Upward from Load Cases 0.261 0.254 D Only 0.193 0.199 +D+Lr 0.256 0.214 +D+0.750Lr 0.240 0.210 +D+0.60W 0.349 0.351 +D+0.750Lr+0.450W 0.358 0.324 +D+0.450W 0.310 0.313 +0.60D+0.60W 0.272 0.272 +0.60D 0.116 0.119 Lr Only 0.063 0.015 W Only 0.261 0.254 Page 9 Wood Beam LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x8 Rafter @ 24" o.c. (Wind Condition_Uplift) (Strength Check) Project File: 2x8 Joist @ 24 O.C.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir - Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.00810 ksf, Tributary Width = 2.0 ft, (Existing Roof Dead Load) Point Load : D = 0.0420, W = -0.3530 k @ 8.350 ft, (Solar Panel Load) Point Load : D = 0.0420, W = -0.3530 k @ 12.0 ft, (Solar Panel Load) Uniform Load : Lr = 0.020, W = -0.0250 ksf, Extent = 0.0 -->> 1.650 ft, Tributary Width = 2.0 ft, (Existing Wind & Roof Live Load) Uniform Load : Lr = 0.020, W = -0.0250 ksf, Extent = 18.70 -->> 19.0 ft, Tributary Width = 2.0 ft, (Existing Wind & Roof Live Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.861: 1 Load Combination D Only Span # where maximum occurs Span # 1 Location of maximum on span 9.292 ft 26.19 psi= = 1,117.80 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination D Only = = = 162.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.162 : 1 18.445 ft= = 962.19 psi Maximum Deflection 7718 >=103 249 Ratio =288 >=120 Max Downward Transient Deflection 0.030 in 103 Ratio =>=103 Max Upward Transient Deflection -2.203 in Ratio = Max Downward Total Deflection 0.914 in Ratio =>=120 Max Upward Total Deflection -0.791 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only Span: 1 : W Only Span: 1 : +D+Lr Span: 1 : +0.60D+0.60W .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 19.0 ft 1 0.861 0.162 0.90 1.200 1.151.00 1.00 1.05 962.2 1,117.8 0.19 162.01.00 26.21.00 1.00+D+Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.637 0.138 1.25 1.200 1.151.00 1.00 1.08 988.6 1,552.5 0.22 225.01.00 31.01.00 1.00+D+0.750Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 Page 10 Wood Beam LIC# : KW-06014559, Build:20.25.02.26 ERUSU CONSULTANTS US (c) ENERCALC, LLC 1982-2025 DESCRIPTION:2x8 Rafter @ 24" o.c. (Wind Condition_Uplift) (Strength Check) Project File: 2x8 Joist @ 24 O.C.ec6 Project Title: Engineer: Project ID: Project Descr: Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 19.0 ft 1 0.632 0.132 1.25 1.200 1.151.00 1.00 1.08 981.9 1,552.5 0.21 225.01.00 29.61.00 1.00+D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.284 0.068 1.60 1.200 1.151.00 1.00 0.62 565.2 1,987.2 0.14 288.01.00 19.61.00 1.00+D+0.750Lr+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.088 0.043 1.60 1.200 1.151.00 1.00 0.19 174.9 1,987.2 0.09 288.01.00 12.41.00 1.00+D+0.450W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.095 0.042 1.60 1.200 1.151.00 1.00 0.21 189.5 1,987.2 0.09 288.01.00 12.11.00 1.00+0.60D+0.60W 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.477 0.085 1.60 1.200 1.151.00 1.00 1.04 947.6 1,987.2 0.18 288.01.00 24.41.00 1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.0 ft 1 0.291 0.055 1.60 1.200 1.151.00 1.00 0.63 577.3 1,987.2 0.11 288.01.00 15.71.00 . LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl W Only10.0000 0.000 -2.2031 9.639 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.256 0.214 Max Upward from Load Combinations 0.256 0.214 Max Upward from Load Cases 0.193 0.199 Max Downward from all Load Conditions (Resisting Uplift)-0.407 -0.397 Max Downward from Load Combinations (Resisting Uplift)-0.128 -0.119 Max Downward from Load Cases (Resisting Uplift)-0.407 -0.397 D Only 0.193 0.199 +D+Lr 0.256 0.214 +D+0.750Lr 0.240 0.210 +D+0.60W -0.051 -0.039 +D+0.750Lr+0.450W 0.057 0.032 +D+0.450W 0.010 0.020 +0.60D+0.60W -0.128 -0.119 +0.60D 0.116 0.119 Lr Only 0.063 0.015 W Only -0.407 -0.397 Page 11 Project : Project Number : By : Date : Seismic Ground Motion Values Allen Jensen PE 04-29-2025 Page 12 Project : Project Number : By : Date : Seismic Design Force Seismic Loads - ASCE 7-16 Chapter 13 Seismic Force Component Amplification Factor, ap= (Refer ASCE 7-16, Table 13.6 -1) Overstrength Factor, Ωo = (Refer ASCE 7-16, Table 13.6 -1) Component Importance Factor, Ip= SDS = Average roof height of structure,h =ft z/h =z/h should not exceed 1 Frame Weight Wp = psf Seismic Design Force on Solar framing structure Horizontal Seismic Design Load, Fp Max Fp =1.6 x SDS x Ip X Wp =psf Min Fp =0.3 x SDS x Ip X Wp =psf Horizontal Seismic Design Load Fp =psf Vertical Seismic Design Load Fv =psf Seismic Coefficients for Mechanical and Electrical components = Component Response Modification Factor, Rp= 1.50 Allen Jensen PE 04-29-2025 12 Other mechanical or electrical components. (Refer ASCE 7-16, Table 13.6 -1) Height in structure at point of attachment, z = 15 ft 1.00 2.00 1.03 1.00 FP = ((0.4 x ap x SDS x Wp)/ (Rp / Ip)) x ((1+2(z/h)) =2.80 psf 15 1 2.80 5.60 1.05 3.40 0.70 Page 13 Project : Project Number : By : Date : Allen Jensen PE 04-29-2025 Check for Increase in overall seismic loads Module Area =ft2 Number of Modules = Total Array Area =ft2 Array Load = psf Number of Existing Modules = Existing Array Area =ft2 Total Array Wt. = lb Total Roof Area =ft2 DL of Roof = psf Total Wt of Roof = lb Increase in Seismic Wt = < 10% Conservatively the Wt. of the Walls tributary to the roof is not included. Seismic weight increase is less than 10% and no seismic retrofit or evaluation of existing lateral system is required per Section 503.4 of 2022 CEBC. 21.0 8 168.18 3261 3.00 2386.5 30 627.33 13.74 44806 5.3% Page 14 CITY OF SANTA ANA Harvest the Sunshine JASOLAR nol Higher output power LIKDJ Lower LCOE ALess shading and lower resistive loss �4 Better mechanical loading tolerance Superior Warranty • 12-year product warranty • 25-year linear power output warranty a - _�- 100% esa +0.95 io r New linear power warranty ■ Standard module linear power warranty Comprehensive Certificates • IEC 61215, IEC 61730,UL 61215, UL 61730 . ISO 9001: 2015 Quality management systems • ISO 14001: 2015 Environmental management systems • ISO 45001: 2018 Occupational health and safety management systems • IEC TS 62941: 2016 Terrestrial photovoltaic (PV) modules - Guidelines for increased confidence in PV module design qualification and type approval � JAM54S31 380-405/MROM MECHANICAL DIAGRAMS SPECIFICATIONS 113412 1098 3W Cell Mono 9 Weight 21.5kg±3% Dimensions 1722±2mmx1134±2mmx30±1mm Cable Cross Section Size 4mm2 (IEC) , 12AWG(UL) H - - `" No. of cells 108(6x18) croumm�g Hnibs 6 P'aces .18 Junction Box IP68, 3 diodes 200i7 Connector MC4(1000V) MounBng H.I. 8 MC4-EV02(1500V) 8 Pleces•^ or-inyrwlea Cable Length Portrait:300mm(+)/400mm(-); 8 Pl2cas 33 (Including Connector) Landscape: 1200mm(+Y1200mm(-) Packaging Configuration 36pcs/Pallet, 936pcs/40R Container Remark: customized frame color and cable length available upon request ELECTRICAL PARAMETERS AT STC JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 TYPE -380/MR -385/MR -390/MR -395/MR -400/MR -405/MR Rated Maximum Power(Pmax) [W] 380 385 390 395 400 405 Open Circuit Voltage(Voc)[V] 36.58 36.71 36.85 36.98 37.07 37.23 Maximum Power Voltage(Vmp) [V] 30.28 30.46 30.64 30.84 31.01 31.21 Short Circuit Current(Isc) [A] 13.44 13.52 13.61 13.70 13.79 13.87 Maximum Power Current(Imp) [A] 12.56 12.64 12.73 12.81 12.90 12.98 Module Efficiency [%] 19.5 19.7 20.0 20.2 20.5 20.7 Power Tolerance 0-+5W Temperature Coefficient of Isc(a_Isc) +0.045 %°C Temperature Coefficient of Voc((i_Voc) -0.275%/ C Temperature Coefficient of Pmax(y_Pmp) -0.350%/°C STC Irradiance 1000W/m', cell temperature 25°C, AM1.513 Remark: Electrical data in this catalog do not refer to a single module and they are not part of the offer. -They only serve for comparison among different module types. ELECTRICAL PARAMETERS AT NOCT .TYPE JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 -380/MR -385/MR -390/MR -395/MR -400/11MR -405/MR Rated Max Power(Pmax) RM 286 290 294 298 302 306 Open Circuit Voltage(Voc) [V] 34.36 34.49 34.62 34.75 34.88 35.12 Max Power Voltage(Vmp) [V] 28.51 28.68 28.87 29.08 29.26 29.47 Short Circuit Current(Isc) [A] 10.75 10.82 10.89 10.96 11.03 11.10 Max Power Current(Imp) [A] 10.03 10.11 10.18 10.25 10.32 10.38 NOCT Irradiance 800W/M2, ambient temperature 20°C,wind speed 1m/s, AM1.5G CHARACTERISTICS Current -Voltage Curve JAM54S31-405/MR 4 10wm 12 10 800W/m' Q m 8 600W/m' 6 U 400W/m' 4 2 200W/m' 0. ).� 0 10 20 30 40 Voltage(V) Power -Voltage Curve JAM54S31-405/MR 400 350 - t000W/m' B00w. 300 - 600W/m' 250 - 400W/m' - 200W/m' d 200 a 150 100 50 00 10 20 30 40 Voltage(V) OPERATING CONDITIONS Maximum System Voltage 1000V/1500V DC Operating Temperature -40 C-+85 C Maximum Series Fuse Rating 25A Maximum Stafic Load,Front' 5400Pa(1121b/ft2) Maximum Stafic Load,Back' 2400Pa(50lb/ft�) NOCT 45±2 C Safety Class Class fi Fire Performance UL Type 1 Planning and Building Agen y CM1=0n�/WER EMAR�'RT94OLAR FOR PORWIMSMANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Master ID: C-10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME Z O CO F) Q LLI (n Q LLJ Z Z LZQp0 0cli 0 U) U cal to W �QULLIN Z Q U Z � � LLJ 0-Q� Q = 0- J Q � Q � D coZ0 Q CO H J_ D Current -Voltage Curve JAM54S31-405/MR SHEET NAME 14 - 10°C 12 25°C 70 -40°c SPEC SHEETS Q 55-C 8 - 70°C 6 SHEET SIZE U 4 2 00 ANSI B 10 2e >o ,� Voltage(V) 1111 X 17" Version No. : Global-EN-20210119 SHEET NUMBER PV-6 CITY OF SANTA ANA ENPHASE IQ8 and IQ8+ Microinverters Our newest 108 Microinverters'' - ` are the industry's first microgrid forming°, software -defined microinverters with split -phase power conversion capability to convert DC power to AC power efficiently. 2N5 Key specifications Peak output power e 245 VA 300 VA Nominal grid voltage (L-L) 240 V, split -phase (L-U, 180' Nominal frequency 60 Hz 60 Hz CEC weighted efficiency 97% 97% Maximum input DC voltage 50 V 60 V MPPT voltage range —7-27-V V 27-45 V Maximum module I., 20 A 20 A Ambient temperature range -40°C to 60•C (-40°F to 140"F) IOSSerlee Mlcolmerkreean Leeadea roaLLMelg kD] sYasenn an Mesemex] GakwaYo^N w theblbvhq ptl-eMd conPguralMI. 9owrenN ar Soler•Be[txy(I�Bet-h3r/I1 aMleeattery SP)wlNcul EepkpP ItDSeries Microkverlaepnmtbeeatlea toe9t_ift wta•108 SawaMboMverlers on U+e aanie9etevay. Mbea ryalem orq)ana x)Swtllrgl wpporlIeB-speciflc PCS No meetr1M1 •maica', eM gria-folmiip cepebHkea le Mlcrolmarte»ehb aefeuR oelkps Mat whM1b IEEE 154) kterwnIWc e(AHA reRMrementa Region-epeeifi1 IEEE 15,o may pe eequealetl by en Aul 1 Mevvg Jerisaktim NHJ) or utdXy repleaenktive.acwrdngto kreIEEE 15GJ klarconnecgan ekMeM. Uxan Ie Galewey tomekelM1esecM1a�10ee aurkginnal-1y ' Meek UL nflonlyWIpI-phld N IDSyelem Co od. 3w] 108 eM leB•wpPort eptll-phaM 210VInelalatlak Ody. x3d EnpN»E»ryn Nln�ne r•r..v.J.EnnM1•».n»aubalopr.6�Meweativ—.,»ee.t .,�o.�n�.wlw.�on✓o.m.�ekv,w.awaw,.r..a.e.....arm••• e+vr.k�e n. us..ew�.�.al..o.l.•al.,»m.,v. Simple • Lightweight and compact with plug -and -play connectors • Power line communication (PLC) between components • Faster installation with simple two - wire cabling C✓ Reliable • Produce power even when the grid is down • More than one million cumulative hours of testing • Industry -leading limited warranty of up to 25 years • Class II double -insulated enclosure • Optimized for the latest high- powered PV modules Mlcrogrid-forming • Compliant with the latest advanced grid supports • Remote automatic updates for the latest grid requirements • Configurable to support a wide range of grid profiles • Meets CA Rule 21(UL 1741-SA) and IEEE 1547:2018 (ILL 1741-SB 31d Ed.) Input data (DC) Units 08-6 .: Commonly used module pairingse W 235-350 235-440 To meet compatlbility, PV modules must bewithin maximum Input DO voltage Module compatibility - and maximum module I_ Module compatibility can be checked at https:// enphase.com/installers/microinverters/calculator. MPPT voltage range V 27-37 27-45 Operating range V 16-48 16-58 Minimum/Maximum start voltage V 22/48 22/58 Maximum input DC voltage V 50 60 Maximum continuous Input DC current A 10 12 Maximum Input DC short-circuit current Maximum module Ix Overvoltage class DC port DC port backfeed current PV array configuration .:.. 08P Relathre humidity range 4%to 100% (condensing) DC connector type StAubli MC4 Dimensions (H a W • D) 212 mm (8.3 in) -175 mm (6.9 in) a 302 mm (1.2 in) Weight 1.1 kg (2.43lb) Cooling Natural convection -no fans Approved for wet locations yes Pollution degree PD3 Enclosure Class II double -insulated, corrosion -resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/Outdoor A 25 1 Compliance •• .• •-• A 20 CA Rule 21(UL 1741-SA), UL 62109-1. IEEE 1547:2018 (UL 1741-SB 3b Ed.), FCC Part II 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01. This product is UL Listed as PV rapid shutdown equipment and conforms with mA 0 Certifications NEC 2014, NEC 2017. NEC 2020, and NEC 2023 section 690.12 and C22.1-2018 _ Ungrounded array; no additional DC side protection required; AC side protection Rule 64-218 rapid shutdown of PV systems, for AC and DC conductors, when requires maximum 20 A per branch circuit. installed according to the manufacturer's instructions. Planning and BUilding Agen y CMP0WE:R Q ��rn�/p� fR EMPPPE LRTR AOLAR FJDR PER""-SSUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Ma ter ID: -10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 1 03-07-2025 UR Peak output power VA 245 300 PROJECT NAME Maximum continuous output power VA 240 290 Nominal grid voltage (L-U V 240, split -phase (L-L), 180' O Minimum and Maximum grid voltage' V 211-264 CO Maximum continuous output current A 1.0 1.21 0 Nominal frequency Hz 60 < Q Extended frequency range Hz 47-68 LLB Z AC short-circuit fault current over Arms 2 Z 0 0 0 00 three cycles LU r1_ LL N U N J Maximum units per 20 A (L-L) branch - 16 13 LL Q NO circuits LZ� LL U U N Total harmonic distortion % <5 z Q U Z � Q �... Overvoltage class AC port - III LLI cn Z W Z AC port backfeed current mA 30 —f __J Q = Q factor 1.0 Q Q Power setting - D Grid -tied power factor (adjustable) - 0.85 leading ... Q85 lagging Z 0 Q Peak efficiency % 97.7 U) } CEC weighted efficiency % 97 I-_ Nighttime power consumption mW 23 25 J Mechanical data •: 6 •'• D Ambient temperature range -40'C to 60•C (-40'F to 140•F) a Noedarcea Do= wlo. 'fbminelvogago Hoge oen b w aea M1evoMnominal II r—I-ev tM1o.1114, e Umha may wy. Rakr to bcel regal»monk toe -1.n...r ofmbrolma 1— Per bramh In roar area. SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11rr X 17" SHEET NUMBER PV-7 CITY OF SANTA ANA ENPHASE IQ Combiner 5/5C The IQ Combiner 5/5C consolidates Interconnection equipment Into a single enclosure and streamlines 10 Series Microinverters and 10 Gateway Installation by providing a consistent. pre -wired solution for residential applications. 10 Combiner 5/5C uses wired control communication and is compatible with 10 System Controller 3/3G and IC Battery 5P. The 10 Combiner 5/5C, 10 Series Microinverters, 10 System Controller 3/3G, and 10 Battery 5P provide a complete grid -agnostic Enphase Energy System. IQ Seri es Microinverters 10 System Controller 3/3G The high-powered smart grid -ready lO Series Provides mlorogrid interconnection device Microinverters(106. 107. and 108 Series) (MID) functionality by automatically detecting simplify the installation process. grid failures and seamlessly transitioning the home energy system from grid power to backup power. 10 Battery SIP 10 Load Controller Fullyinte9rated AC battery system. Includes Helps essential appliances ces during, six field -replaceable IQ8D-BAT Microinverters. grid outage to optimize energy consumption and prolong battery life. [I NOM 5-year limited warranty 'Fit co retry-spetltk wananty Information, sae the https//enpha,aoomAnatellenhewurces/warranty page e a32a Enphase Enemµ Aprighermrved Enphase, the a end cc Iagoa ld ands other mart paled al h._."enolu.recant/tMameh-unto-sultlellnasan trsdemvk of Enphue Enaley.lnc In the US.ard onion wularla ceaabled b dung, IQ Combiner 5/5C IQ Combiner 5 with IQ Gateway printed circuit board for integrated revenue -grade PV IQ Combiner 5(X-IQ-AMI-240-5) production metering (ANSI C12.20±0.5%). consumption monitoring Q2.5%). and IQ Battery monitoring (±2.5%). Includes a silver solar shield to deflect heat 10 Combiner SC with 10 Gateway primed circuit board for integrated revenue -grade IQ Combiner 5C(X-I0-AW-240-5C) PV production metering (ANSI C12.20±0.5%), consumption monitoring (±2.5%), and 10 Battery monftoring (±25%). Includes Enphase Mobile Connect cellular modem (CELLMODEM-MI-06-SP-05)'. Includes a silver solar shield to deflect heat. IQ Gateway printed circuit board IQ Gateway is the platform for total energy management for comprehensive. remote maintenance and management of the Enphase Energy System Busbar 80 A busbar with support for one 10 Gateway breaker and four 20 A breakers for installing 10 Series Microinverters and 10 Battery SIP 10 Gateway breaker Circuit breaker. 2-pole. l0 A/15 A X-10-AM11-240-5 Production CT Pre -wired revenue -grade solid -core CT. accurate up to±0.5% X-M-AM7-240-5C Consumption CT Two consumption metering clamp CTs. shipped with the box, accurate up to±2.5% IQ Battery CT One battery metering clamp CT, shipped with the box, accurate up to±25% CTRL board Control board for wired communication with 10 System Controller 3/3G and the IQ Battery 5P Smart Enphase Mobile Connect (only with lO Combiner 5C) 41based LTE-MI cellular modem (CELLMODEM-MI-06-SP-05) with a 5-year T-Mobile data plan • Includes 10 Gateway for communication and control Accessories kit Spare control headers for the COMMS-KIT-2 board • Includes Enphase Mobile Connect ACCESSORIESrINCLUDED, ORDER (CELLMODEM-Mt-06-SP-05). only with IQ Combiner SC CELLMODEM-Ml-06-SP-05 4G-based LTE-MI cePular modem with a 5-year T-Mobile data plan • Supports flexible networking: WI-Fi, CELLMODEM-MI-06-AT-05 4Gbased LTE-Mt cellular modem with a 5-year AT&T data plan Ethernet, or cellular Supports Eaton BR2XX. Siemens Q2XX. and GE/ABB THOL21XX Series circuit breakers • Provides production metering Circuit breakers(off-the-shelf) (XX represents 10. 15.20.30.40.50. or 60). Also supports Eaton BR22013, BR230B, and (revenue grade) and consumption BR240B circuit breakers compatible with the hold-down kit monitoring Circuit breakers (provided by Enphase) BRK-10A-2-240V, BRK-15A-2-240V. BRK-20A-2P-240V, BRK-15A-2P-240V-B, and BRK-20A-2P-24OV-B (more details in the "Accessories" section) Easy to install • Mounts to one with centered XA-SOLARSHIELD-ES Replacement solar shield for IQ Combiner 5/5C brackets XA-ENV2-PCBA-5 10 Gateway replacement printed circuit board (PCB) for 10 Combiner 5/5C • Supports bottom, back. and side X-I0-NA-HD-125A Hold-down kit compatible with Eaton BR-B Series circuit breakers (with screws) conduit entries XA-COMMS2-PCBA-5 Replacement COMMS-KIT-2 printed circuit board (PCB) for IQ Combiner 5/5C • Supports up to four 2-pole branch circuits for 240 VAC plug-in breakers ELECTRICAL SPECIFICATIONS (rot included) Rating BOA • 80 A total PV branch circuits System voltage and frequency 120/240 VAC or 120/208 VAC, 60 W • Bluetooth-based WI-Fl provisioning for easy Wi-Fi setup Busbar rating 125 A Fault current rating tO kAIC Reliable Maximum continuous current rating 64A • Durable NRTL-certified NEMA type 3R (Input from PV/storage) enclosure Branch Up to four2-poleEaton BR. Siemens Q,or GE/ABB THOL Series distributed generation • 5-year limited warranty and/or storage) g (DG) breakers only (not included) • 2-year labor reimbursement program Maximum total branch circuit breaker rating(input) 80 A ofdistributed generation/95 A with 10 Gateway breaker included coverage included for both the 10 Combiner SKUs' 10 Gateway breaker 10 A or 15 A rating GE/Siemens/Eaton Included • UU741 Listed production metering CT 200 A solid core pre -Installed and wired to 10 Gateway Consumption monitoring CT (CT-200-CLAMP) A pair of 200 A clamp -style current transformers is included with the box 10 Battery metering CT 200 A clamp -style current transformer for 10 Battery metering, included with the (cox `A plugs xs, Ind, -1-ersde-ndd.brgalamaof up Io eO mtmYaene, MalYbY Y IIa UNIed SLLIm, Onada, x IoP. guano Rko, ud the us Vhgin YYnda,wlrm (hare v, atlequala callus r ae- In the InaLLlYtlon a ua. gGs�aC-DSH-000W-SA-EN-US-202<-08-16 IFS-SC-OSH-000m-SA-EN-US2Vl1-0a-1a Planning and Building Agen CMP0\VE:R AR WRY&4 Fj DR PFI PT��SUANC1 CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Master ID: MECHANICAL 3• C-10 #1057693 Dimensions (W - H - D) 37.5 cm a 49'5 cm a 16.8 cm (14.75" • 19.5" - 6.63"). Height is 53.5 cm(21.06-) with mounting brackets. Scoff Forster Weight 7.5 kg (16.5 lb) VERSION Ambient temperature range -40•C to 46"C (-40'F to 115'F) Cooling Natural convection. plus heat shield DESCRIPTION DATE REV Enclosure emrironmentel rating Outdoor, NRTL-certified, NEMA type 3R, polycarbordate construction INITIAL RELEASE 03.07-2025 UR - • reakerin u%:14to4AWGco 2OAto5OAb p pper conductors • 60 A breaker branch input 4 to 1/0 AWGcopper conductors Wire sizes Main lug combined output. 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors • Always follow local code requirements for conductor string Built-in CTRL board for wired communication with the 10 Battery 5P and the Communication(in-premiseconnectivity) 10 System Controller 3/3G. Integrated power line communication for lO Series Mi-inverters. Altitude Up to 2,600 meters (8,530 feet) Integrated W i-F1 802.11b/g/n (dual band 2A GHz/5 GHz) for connecting the Enphase Cloud through the internet. WI -FT range (recommended) 10 m (32.8 feet) Bluetooth BLE4.2. 10 m range to configure WI-R SSID Ethernet Optional. 802-3. Cat5E (or Cat 6) UTP Ethernet cable (not Included) for connecting to the Enphase Cloud through the internet. Cellular/Mobile Connect CELLMODEM-Mt-06-SP-05 or CELLMODEM-Mt-06-AT-05 (included with the 10 Combiner 5C) Digital I/O Digital input/output for grid operator control USB 2.0 Mobile Connect. COMMS-KIT-01 for 10 Battery 3/3r/10/10T. COMMS-KIT-02 for IQ Battery 5P PROJECT NAME Access point (AP) mode For connection between the 10 Gateway and a mobile device running the Enphase Installer App z Metering ports Up to two Consumption CTs, one 10 Battery CT, and one Production CT Power line communication 90-110 kHz O Web API See httos://developer-v4.ewhase com 0 Local APT See Guide for local API Lij l Q Q D z UL 1741, CAN/CSA C22.2 No. 107.1, Title 47 CFR, Part 15, Class B. ICES 003, 10 Combiner with lO Gateway NOM-208-SCFI-2016, UL 61010-1,CAN/CSA 22.2 No. 61010-1,IEEE 1547:2018(UL L ry IY 1741-SB, 3td Ed.), IEEE 2030.5/CSIP Compliant, Production metering: ANSI CIZ20 > � 0 accuracy class 0.5(PV production) LZ Q O 00 Z U (M J N z LL Q (D COMPATIBILITY PV Microinverters 106, IQ7, and 108 Series Microinverters U w IQ System Controller EP200G101-M240US00 z U COMMS-KIT-Olr 10 System Controller 2 EP200G1o1-M240US01 Q rzy coo IZ IQ Battery A, ENCHARGE-3-IP-NENCHARGE-10-1P-NA, ENCHARGE-3TAP-NA, ENCHARGE-10T-1P-NA Q LLLLI (f) z LU z _) J I,- Q = IQ System Controller 3 SC200D111C24OUS01. SC20OG11IC24OUSOI Q Q COMMS-KIT-023 10 Battery IOBATTERY-5P-IP-NA - Q `ozl0^ -For lnformationaboutlGOombiner5/5C the2n0-9ereratlanbattenes.rafer to Us2QMgtlbMy-trix Q U) compMlNlltywith 310 Combiner 5/SC come, pro-egWpped with COMMa-KIT-02 (%) _J xtc-s-50- W H-000m-SA-EN-US-idol-ce lis D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 1111 X 17" SHEET NUMBER PV-8 CITY OF SANTA ANA Data sheet Enphase IQ Cable accessories Region: America v ENPHASE- Enphase IQ Cable accessories � ENPHASE. Enphase The Enphase IQ Cable and accessories are part of the latest generation Enphase Energy System. These IQ Cable accessories accessories provide simplicity, reliability, and faster installation times. CONDUCTOR SPECIFICATIONS Certification UL 3003 (raw cable), UL 9703 (cable assemblies), DG cable Flame test rating FT4 Compliance RoHS. OIL RES I, CE, UV Resistant. combined UL for Canada and United States Conductor type THHN/TH WN-2 dry/wet Disconnecting means The AC and DC bulkhead connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. 10 CABLE TYPES/ORDERING OPTIONS Connectorized models Size/Maximum Connector spacing Connectorccumperbox nominal voltage 0-12-10-240 12 AWG/277 VAC 1.3 In (4.2 ft) 240 0-12-12.240 12 AWG/277 VAC 1.5 m (4.9 ft) 240 0-12-17-240 12 AWG/277 VAC 2.0 m (6.5 ft) 240 Q-12.18-240 12 AWG/277 VAC 2.1 m (6.9 ft) 240 0-12-20-200 12 AWG/277 VAC 2.3 m (7.5 ft) 200 Q-12-22-200 12 AWG/277 VAC 2.5 m (8,2 it) 200 0-12-25 200 12 AWG/277 VAC 2.8 m (9.1 ft) 200 ENPHASE IQ CABLE ACCESSORIES Enphase IQ Cable Name Model number Description • Two -wire, double -insulated Enphase IQ Cable 10 Raw Cable Q-12-RAW-300 300 meters of 12 AWG cable with no connectors is 50% lighter than the previous generation IQ Field Wireable Connector (male) Q-CONN-10M Make connections from any open connector Enphase cable 10 Field Wireable Connector(female) Q-CONN-10F Make connections from any IQ Cable open connector • New cable numbering and plug -and -play IQ Cable Clip Q CLIP 100 Usedto fasten cablingtothe racking orto secure looped cabling connectors speed up Installation and simplify IQ Disconnect tool for IQ Cable connectors, DC connectors, and AC wire management ID Disconnect Tool 0-DISC-10 module mount • Link connectors eliminate cable waste IQ Sealing Caps (female) Q-SEAL-10 One needed to cover each unused connector on the cabling IQ Terminator 0-TERM-10 IQ Terminator for unused cable ends Enphase EN4 to MC4 adapter (150 mm)' ECA-EN4-S22 Connect PV module using MC4 connectors to IQ Microinverters with EN4 (TE PV4-S SOLARLOK) 150 mm/5.9'to MC4 Enphase EN4 to MC4 adapter (1000mm)2 ECA-EN4-S22-10-12 Connect PV module using MC4 connectors to lQ Microinverters with IQ Field Wireable Connectors EN4 (TE PV4-S SOLARLOK) 1000 mm/39.4'to MC4 Enphase EN4 [o MC4 adapter (1800 mm)2 ECA-EN4-S22-18-12 Connect PV module using MC4 connectors to IQ Microinverters with • Easily connect IQ Cables on the roof without EN4 (TE PV4-S SOLARLOK) 1800 mm/70.9'to MC4 complex witing Enphase EN4 to non -terminated extension cable' ECA-EN4-FW-12 For field wiring of UL-certified DC connectors. EN4 to non -terminated cable, 150 mm/5.9• • Make connections from any open connector Enphase EN4 non -terminated adapter' ECA-EN4-FW For field wiring of UL-certified DC connectors. EN4 (TE PV4-S and center -feed any section of cable within SOLARLOK) to non -terming ted cable 150 mm/59' branch limits Longer adapter cable for EN4 (TE PV4-S SOLARLOK) to MG4. Use Enphase EN4 to MC4 adapter (600 mm)3 ECA-EN4-S22-L with split cell modules or PV modules with short DC cable • Available In male and female connector types 600 mm/23.6' Enphase EN4 to MC4 adapter (57 mm)2 ECA-EN4-S22.12 Connect PV module using MC4 connectors to 10 Microinverters with EN4 (TE PV4.SSOLARLOK) 57mm/2,24-to MC4 Enphase EN4 to non -terminated extension cable For field wiring of UL-certified DC connectors. EN4 to non -terminated (1000 mm), ECA-EN4-12-10-12 cable, 1000 mm/39.4• Replacement DC adapter (MC4)Q-DCC-2 DC adapter to MC4 (max voltage 100 VDC) Replacement DC adapter(UTX)' Q-DCC-5 DC adapter to UTX(max voltage 100 VDC) Replacement DC adapter (MC4) Q-DCC-2-P DC Adapter to MC4 (max voltage 100 VDC) for IQ8P Microinverter IQ8P Microinverters' Enphase MC4 to non -terminated extension cable ECA-S22-FW-12 For field wiring of UL-certified DC connectors. MC4 to non -terminated (1000 nI cable, 1000 mm/39.4" Enphase MC4 to MC4 extention cable ECA-S22-322-10-12 MC4 to MCA extension cable to connect PV module to DC adapter (1000 mm)' (MC4) or 10 Microinverters with 11000 mm/39.4' To learn more about Enphase offerings, visit https:#enphase com IQ Cableaecessors-0Sµ00247-1.0eWS-202"7-Xl IQ Cable ao sswes-D H 47-1.0- N 21)24O7-03 v ENPHASE. Enphase MC4 to MC4 extention cable MC4 to I longer extension cable to connect PV module to CC (1 Boo mm)2 ECA-S22-522.18-12 adapter(MC4) or IQ Microinverters with MC4,1800 mm/70.9' 'Conforms to UL subject 9703 and 'Conforms to UL subject 9703. qualified by UL LLC. 'Conforms to UL subject 9703. "' . ( V . Intertek Intertek 5027054 50270505 4 10 T Terminator f sad cable soda, I0 Sealing Caps IQ Sealing Cans sold In packs ofteor n sold In pecks often ableor coed nnections aggregator and cable connections (Q TERM-10 (Q-BA-CAP-10 and Q-SEAL-10 ) IO Dlaeonnect Tool louses one Per IQ Cable Clip 1. fasten the Usedsecure sold In pecks often instPlaallation, oldie *�[ Install !1 to pedccablin9to looped bong, sold In or to secure sold in C-10) (Q-DISC-10) w packs of one hundred (Q-CLIP-100) Revision history Dab Description DSH-00247-1.0 July 2024 Initial release. Previous releases. To learn more about Enphase offerings, visit 02024 Enphese Energy. Ai rights reserved. Enphase, the a and CC logos. 10, and certain other marks listed at are bademarks of Enphase Eriergy, Inc in the U S. and other countries. Data subject to change. IO Cable scow ri.-DSH 00247-1.OENIS-2024070' Planning and Building Agen Iry EMAR PK96YI FJ DR PER�N�YANCI CLOVIS, CA 9 611 TEL: (800) 306 6953 CSLB:1057693 Email : permits@mpwrsolar.com Ma ter ID: 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME Z O Ln 0 Q W co Q L1IZ)Z WQ�LL N (n U C,4 J CV LZLI- QULUCq Z d U Z U)� W Q of J Q = IL Q Q ? Q ce) Z p W J_ H D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-9 =1TY OF SANTA ANA nning and BUilding Agen y CMfnOu/C� EMPIAQW96T94OLAR EN PHAS E. NORTH AMERICA Product details • Battery 5P FOR PEANC Model number IQBATTERY-5P-IP-NA or B05-TO2-USOO-1-3 TEEL:L: (8080,0) 3 9 611 306 6953 Ordering SKU IQBATTERY-5P-IP-NA: Standard ordering SKU CSLB: 1057693 pwrs Email :permits@mpwrsDlar.com — _ IQBATTERY-5P-IP-NA-DOME: Ordering SKU with US domestic content Ma ter ID: e: 10 Battery 5P The IQ Battery 5P system with integrated IQ Microinverters (SKU: IQ8D-BAT or Da Description IQBD-BAT-DOM) and battery management system (BMS) with battery controller C-10 #1057693 The IQ Battery 5P all -in -one AC -coupled system is powerful, reliable, simple, and safe. It has a total usable energy capacity of 5.0 kWh and ENPHASE 1 Limited warranty Forster includes six embedded grid -forming microinverters with a continuous IQ Battery 5P unit >60%capacity, up to 15-year or 6,000 cycles2 ,Scott VERSION power rating of up to 3.84 kVA. It provides backup capability, and installers can quickly design the right system size to meet the customer needs. • • VAC3• DESCRIPTION DATE REV Rated (continuous) output power 3.84 kVA 3.33 kVA INITIAL RELEASE 03-07-2025 UR Peak output current 32 A (three seconds), 25.6 A (10 seconds) — — voltage/range 240/211-264 VAC 208/183-229 VAC —Nominal 10,12,3Nominal frequency/range 60/57-63 Hz Rated output current 16 A Power Start capability Up to 48 A LRA5 Power factor (adjustable) 0.85leading ... 0.85 lagging specificationsKey ® Powerful Maximum units per 20 A branch circuit One unit (single-phase) Rated (continuous) 3.84 kVA 3.33 kVA output power Provides up continuous Maximum conductor size supported 3 AWG and up to 7.68 kVAVA peak power Nominal voltage 240 VAC 208 VAC Doubles the power per kWh Overcurrent protection device (OCPD) for 80 A compared to previous IQ Battery 3 AWG cable PROJECT NAME Rated output current 16 A models Interconnection Single-phase Features six embedded Interconnection Single-phase ZZ microinverters AC round-trip efficiencyB 90% U) Nominal frequency 60 Hz G✓ Reliable 0 W Q Usable capacity 5.0 kWh 1n Q 15-year limited warranty W Z Ambient operating -20°C to 50°C (-4°F to 122°F) Passive cooling with no moving Total capacity 5.0 kWh Z Q O O Cq temperature range Non-condensingUsable parts or fans capacity 5.0 kWh W t` LL. (charging) Wired communication for stable LCq O o W Q Q and fast connection DC round-trip efficiency 96% LL _ U W Ambient operating -20°C to 55°C (-4°F to 131°F) temperature range Remote software and firmware Nominal DC voltage 76.8 V ) U U U - Z Q Z U) It d Non -condensing updates P J� Z W `� Z (discharging) O Simple Maximum DC voltage 86.4 V Q Q — Q Chemistry Lithium iron phosphate (LFP) Ambient operating temperature range -20°C to 50°C (-4°F to 122°F) Mounting Wall -mount or pedestal -mount (sold separately) Integrated AC battery system (charging) non -condensing co Z O Q U) Quick installation and 55°C commissioning Ambient operating temperature range -20°C to (-4°F to 131°F) Dlmenslonsln Inches Supports Backup, Self- (discharging) non -condensing J Wall -mounted Floor -mounted with pedestal Consumption, and time -of -use (TOU) modes Optimum operating temperature range O°C to WC (32°F to 86°F) z,., 2" 7.4. 0 0 Remote monitoring via the Enphase APp Chemistry Lithium iron phosphate (LFP) Field replaceable components Mechanical data SHEET NAME \ 0 Safe Dimensions (H - W • D) 980 mm • 550 mm =188 mm (38.6 in • 21.7 in • 7.4 in) • Evaluated to UL 9540A, the highest SPEC SHEETS industry standard for battery safety ' This ordering SKU is manufactured in the US with some imported parts. The battery cover kit, chassis, BMS, inverter electrical parts, and enclosures are domestically manufactured to qualify for the Uses lithium iron phosphate (LFP) chemistry for safety and longevity ITC domestic content bonus adder. 2 Whichever occurs first. Restrictions apply. 3 Supported in both grid -tied and backup/off-grid operations. 4Backu SHEET SIZE / ff- rldisnotsu ortedfor208Vsin le phase eration. P o 9 PP 9 P In s Power Start capability may vary. 6 AC to the battery to AC at 50% power rating. ANSI ANSI 7 The battery's usable capacity supports loads, and turns PV on, in normal of along -duration grid outage. An additional 3%capacity is maintained daily operation. The usable capacity includes a safety critical limit of 2%that safeguards the customer's asset in case for battery electronic sustenance at night. Refer to https://mphase.com/an gb/download/ig-battery-5p-usable-capacity- rr �( %rr „ I tech -brief for more information. 01 024 Enphase Energy. All rights reserved. Enphaae, the a and CC logos, 10, and certain other marks listed at httos://en°hase rg��adamJgrk�saoe-quid es are trademarks of Enphass Energy. Inc. In the U.S and othwcountres. Datasubjecttocharge. DSH-000109.0-EN-2024-11-21 SHEET NUMBER PV-10 Lifting weight 66.3 kg (146.1 lb) Total installed weight 78.9 kg (174lb) Enclosure Outdoor-NEMA 3R IQ8D-BAT Microinverter enclosure NEMA type 6 Cooling Natural convection Operating noise @1 m <30 dBA maximum Altitude Up to 2,500 meters (8,202 feet) Mounting Wall -mount or pedestal -mount (sold separately) Compatible with IQ and M Series Microinverters, IQ System Controller 3/3G, Compatibility IQ Combiner 5/5C, and IQ Gateway for grid -tied and backup operation Communication Wired control communication Services Backup, Self -Consumption, TOU, and NEM integrity Monitoring Enphase Installer Platform and Enphase App monitoring options; API integration CA Rule 21(UL 1741-SA), IEEE 1547:2018 (UL 1741-SB, 3rd Ed.) CAN/CSA C22.2 No. 107.1-16 UL 95408, UL 9540A9, UN 38.3, UL 1998, UL 991, NEMA Type 3R, AC156 EMI: 47 CFR, Compliance Part 15, Class B, ICES 003 Cell module: UL 1973, UN 38.3 Inverters: UL 62109-1, IEC 62109-2 What's in the box IQ Battery 5P unit IQ Battery 5P unit (BO5-TO2-USOO-1-3) ID cover and conduit cover IQ Battery 5P cover with two conduit covers for the left and right sides of the unit Bottom mounting bracket and top shield Bottom mounting bracket for mounting the battery on the wall. One top shield is required for UL 9540A M5 seismic screws Two M5 seismic screws for securing the battery unit on the bottom mounting bracket M4 grounding screws Two M4 grounding screws for securing the top shield on the bottom mounting bracket M5 ID cover grounding screws Two M5 ID cover grounding screws for the EMI/EMC requirement Cable ties Six cable ties for securing field cables to the unit Control (CTRL) connector Spare CTRL connector without resistor for CTRL wiring Control (CTRL) connector with resistor Spare CTRL connector with resistor for CTRL wiring Quick install guide (QIG) QIG for IQ Battery unit installation instructions IQ8D-BAT-RMA IQ8D-BAT Microinverter for field replacement B05-TO2-US00-1-3-RMA IQ Battery 5P Battery unit for field replacement B05-CX-0550-0 IQ Battery 5P cover for field replacement B05-PI-0550-0 IQ Battery 5P pedestal mount s Following local standards, choose a well -ventilated, non -habitable indoor location (like a 2-car garage) or an outdoor location where the ambient temperature and humidity are within -4°F to 131°F (-20°C to 55°C) and 5%to 95%RH, non -condensing. Avoid direct sunlight to ensure the temperature stays in the optimal operating range. This ensures charging and discharging currents are not de -rated due to temperature. The full performance will occur within 59°F to 113T (15°C to 45°C) while charging and within 41T to 122°F WC to 50°C) while discharging. s Evaluated to UL 9540A for thermal runaway fire propagation and reduced separation distance as required in 2021 IRC R328.3.1, 2021 IFC 1207.1.5, and 2023 NFPA 85515.3.1 and 9.1.5. Follow all installation Instructions and local codes and requirements of the Authority Having Jurisdiction (AHA when installing the Enphase Energy System. DSH-00010-9.0-EN-2024-11-21 CITY OF SANTA ANA Planning and BUilding Agen y E M R 0\.\/ER Q „nrn�/q� iz EMPAREPK96TRI 4OLAR Optional - B05-CP-096-0 IQ Battery 5P conduit plates for field replacement. Includes one left -side and one right -side conduit plate FOR PFRM`TlS �.YANC CLOVIS, CA 9 611 TEL: (800) 306 6953 CSLB: 1057693 B05-WB-0543-0 IQ Battery 5P wall bracket for field replacement. Includes one bottom mounting bracket and one top shield Ma Da Email : permits@mpwrsolar.com ter ID: e: IQBATTERY-HNDL-5 IQ Battery 5P lifting handles. Includes one left -side and one right -side lifting handle C-10 #1057693 B05-ACFB-080-0 IQ Battery 5P AC filter board for field replacement B05-BMSNA-0490-0 IQ Battery 5P BMS board for field replacement Scott Forster B05-CANB-063-0 IQ Battery 5P control communication board for field replacement VERSION B05-NICS-0524-0, B05-NUCS-0524-0 IQ Battery 5P control switch is preinstalled on the wiring cover for field replacement DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR Components of the Enphase Energy System 10 Microinverters InIQ Series Microinverters pack more power into less space than other rooftop solar systems and make rooftop solar more productive, reliable, smart, and safe. Communications Kit 21NT The Communications Kit 21NT enables wired communication between the battery and gateway for grid -tied operation. IQ Gateway The IQ Gateway with current transformers provides complete control and insight into the Enphase Energy System. IQ Battery 51P accessories The IQ Battery 5P lifting handles are reusable and ease the installation process. The IQ Battery 5P pedestal enables floor mounting of the IQ Battery 5P. DSH-00010-9.0-EN-2024-11-21 PROJECT NAME Z O Q W co Q LLI Z wQ�LL 00 Cq 0) U (V J CV LZLI— QULUCq Z d U Z fn W Q of J Q = IL Q Q ? Q ce)QO H J_ H D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-11 CITY OF SANTA ANA PART # TABLE P/N DESCRIPTION LENGTH 084RLM1 NXT UMOUNT RAIL 84" MILL 84" 084RLD1 NXT UMOUNT RAIL 84" DARK 84" 168RLM1 NXT UMOUNT RAIL 168" MILL 168" 168RLD1 NXT UMOUNT RAIL 168" DARK 168" 208RLM1 NXT UMOUNT RAIL 208" MILL 208" 208RLD1 NXT UMOUNT RAIL 208" DARK 208" 246RLM1 NXT UMOUNT RAIL 246" MILL 246" 246RLD1 NXT UMOUNT RAIL 246" DARK 246" 171RLM1 NXT UMOUNT RAIL 171" MILL 171.50" 171RLD1 NXT UMOUNT RAIL 171" DARK 171.50" 096RLM1 NXT UMOUNT RAIL 96" MILL 96" 096RLD1 NXT UMOUNT RAIL 96" DARK 96" 185RLM1 NXT UMOUNT RAIL 185" MILL 185" 185RLD1 NXT UMOUNT RAIL 185" DARK 185" - 17/ 6' -14 wUNIRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 USA PHONE: 505,242,6411 WWW.UNIRAC.COM PRODUCT LINE: NXT UMOUNT DRAWING TYPE: PART DETAIL DESCRIPTION: RAIL REVISION DATE: 2/29/2024 I LENGTH - v 01 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY I Z ONE OR MORE US PATENTS LEGAL NOTICE SHEET PART #TABLE P/N DESCRIPTION CCLAMPMI NXT COMBO CLAMP -MILL CCLAMPDI NXT COMBO CLAMP -DARK 60MZ SD'9 3 ®a O O OVUM � IY11 30MM TO 40MM MODULE FRAME ---- 1 !1 H -- �_------- —� 11 11_ ::"UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242,6411 WWW,UNIRAC,COM PRODUCT LINE: NXT UMOUNT DRAWING TYPE: PART &ASSEMBLY00 DESCRIPTION: COMBO CLAMP REVISION DATE: 2/29/2024 Planning DRAWING NOT TO SCALE ALL DIMENSIONS ARE M NOMINAL Q I PRODUCT PROTECTED BY Z ONE OR MORE US PATENTS LEGAL NOTICE SHEET and Building Agen EMPOWER EMARWRY94OLAR FOR PEP"-SSRIANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Master ID: 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAMEFn LCD 0 Z O CO Qw ULL )Q wiz w Q � O � I:gUc� W� Q U W N Z d U Z � � w Q� J < 1-- Q zO QCO J SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-12 CITY OF SANTA ANA PART # TABLE P/N DESCRIPTION SHBUTYLM2 STRONGHOLD BUTYL ATT KIT #14S MILL SHBUTYLD2 STRONGHOLD BUTYL ATT KIT #14S DARK 2 V2 " --`l ADJI -14 wUNIRAC 1411 BROADWAY BLVD, NE ALBUQUERQUE, NM 87102 USA PHONE: 505,242,6411 WWW.UNIRAC.COM 7 3V6„ RAIL CLAMP ASSY 2X #14-14 TYPE AB SCREW, HWH, SS W/ #14 EPDM WASHER DTD BUTYL ATT ASSY BUTYL -F 25/ " PRODUCT LINE: NXT UMOUNT DRAWING TYPE: PARTS DESCRIPTION: SH BUTYL ATTACHMENT REVISION DATE: 7/14/2023 DRAWING NOT TO SCALE ALL DIMENSIONS ARE p NOMINAL Q PRODUCT PROTECTED BY I ONE OR MORE US PATENTS z LEGAL NOTICE SHEET IN PART # TABLE P/N DESCRIPTION NULGMLPI NXT MLPE & GROUNDING ASSEMBLY 15/16" 1/4"-20 x 1" SERRATED FLANGE HEX SCREW RY16" 1 3/ 16" ::"UNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242,6411 WWW,UNIRAC,COM PRODUCT LINE: NXT UMOUNT DRAWING TYPE: PARTS ASSEMBLY DESCRIPTION: MLPE & LUG CLAMP REVISION DATE: 2/29/2024 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL Q I ZD Z PRODUCT PROTECTED BY ONE OR MORE US PATENTS LEGAL NOTICE SHEET Planning and Building Agen EMPOWER EMARWRY94OLAR FOR PERM"-SSUANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email : permits@mpwrsolar.com Ma ter ID: 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z 0 CO Fn U)w Q wiz w Q p LL 0 00 U)UN L0 w Q U L J J N z d U z w Q 0� 0- Q Q 2 Q � Q [-- z `o z 0 Q� L7 } J I- D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-13 JTY OF SANTA ANA nning and Building Agen y CMI=0WC-2 STRONGHOLD I BUTYL SIMPLIFIED FLASHLESS SOLUTION • One-step Butyl application • Minimize labor with one step installation using the pre -applied, peel and install, butyl design • Reliable waterproofing without messy sealant • Eliminate risk of roof damage. No more disturbing shingles OPTIMIZED FOR NXT UMOUNT, UNIRAC'S OPEN CHANNEL RAIL SYSTEM • Open slot design for ease of rail connectivity with included STRONGHOLDT" NXT UMOUNTT"' rail clamp • STRONGHOLDTm Butyl combined with the NXT UMOUNTT"' system make installation and wire management a breeze • UL Certified with NXT UMOUNTT"' DUAL MOUNTING OPTIONS • Pre -attached butyl pad: Simply peel, stick, and fasten with the two (2) included screws for rafter mount • For direct -to -deck applications, simply install additional decking screws MONO UNIRAC F BETTER SOLAR STARTS HERE ME Mill and dark finishes to optimize your design financials and aesthetics :�- STRONGHOLOTm BUTYL Available in Dark and Mill UPlll SIUI UeSI�Il dIWWS IUI UdStl - Ulic atop pl L;-dNpueu uutyl of rail connectivity ADDITIONAL BENEFITS • Competitively priced with standard rafter attachments WHY STRONGHOLDTm BUTYL? Unirac's STRONGHOLDT"' Butyl is efficient, dependable, and optimized for UNIRAC's NXT UMOUNTTM system. The pre -applied butyl pad removes the need for additional flashing. lust peel the liner, place the attachment, and fasten it to the roof. In addition, the butyl, used throughout the roofing and solar industries for its reliability, conforms to the screws and roof for a robust, dependable seal with no extra work! Couple this with the NXT UMOUNTTM system, and you have a highly reliable, easy -to -install system with integrated wire management KITTED WITH • ONE (1) SOLARMOUNT Butyl direct -to -deck • TWO (2) screws for rafter installation • ONE (1) NXT Rail Clamp attachment with pre -applied butyl patch. (Extra (Additional screws for direct -to -deck patches for shimming available.) applications available.) EMP QPKRT94OLAR )R PFR'WI�� SMNC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME Z O CO 0 Q Lu U)Q wiz w Q O � U) In W Q U L J J CD Z d U Z � � W Q Q Q 2 Q 1-- Q �I--D Z O QCO J_ SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-14 CITY OF SANTA ANA [ED))UMOUNT i DESIGN & INTEGRATION -I- Seamless, integrated wire management system elevates the install via the new open channel rail. i State-of-the-art internal splice is I I J jj interference free and offers true _'i_II—_I iLiU structural integrity that can even be —I III I, installed in a cantilever! I I I l 11 VERSATILITY & AESTHETICS f 11 I J- • Unparalleled versatility supporting a vast _I array of roof attachments. Whether its flashing or no flashing, the NXT UMOUNTT"^ _! !---- UNIRAC BETTER SOLAR STARTS HERE system has got you covered! NXTUMOUNTT"" NXTUMOUNT'"" • Refined finishing touches are visually sleek _.i HIDDEN ENDCLAMP I ii COMBO CLAMP ll—i— l Avaitabte in Dark and functionally superior.-�_I iJ.JI 1 I_IJI_) 1 and Milt EFFICIENCY & EASE OF INSTALLATION • Universal module clamps and combo lug / MLPE mounts result in fewer SKUs and maximum component value. • Open -slot STRONGHOLD attachments deliver quick, reliable, waterproof installations via Flashloc or pre -applied butyl sealants. • With our click -in rail & clamps, you'll spend significantly less time on the roof, making installations quicker and hassle -free. WHY M UMOUNT ? I NXT UMOUNT' RAIL NXT UMOUNT111, RAIL SPLICE Avaitabte in Dark and Mitt STRONGHOLDIm ATTACHMENT KIT Avaitabte in Dark and Mitt —II STRONG1101-01m RAIL CLAMP Avaitabte in Dark and Mitt i r� NXT UMOUNT`wI MLPE & LUG CLAMP _ I_ _ I I I L STRONGHOLD'' BUTYL ATTACHMENT KIT Avaitabte in Dark and Mitt Introducing NXT UMOUNTT"', a revolutionary product by Unirac that stands as the ultimate testament to over two decades of engineering experience. Its thoughtful design, backed by rigorous engineering, world -class support, and a reliable supply chain, encapsulates the best of DESIGN, SIMPLICITY, and VALUE. This innovative solar racking solution brings unparalleled versatility to solar installations, effectively representing the NXT level of solar mounting systems. Planning and Building Agen CMI=0WCR Fj DR PF PT�SUANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Master ID: 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z 0 CO 0 U)w Q wiz w Q p LL 0 00 U)UN LID w Q U t J J N z d U z w Q0� QJ � Q 2 Q Q `o z 0 QCO J 1= SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-15 CITY OF SANTA ANA ■am MECHANICAL LOAD TEST 27 M - �. ■■ i JYSTEM CEkTIFIIlAi1ON I PAGE The NXT UMOUNT system has been certified and listed to the UL 2703 standard (Rack Mounting Systems and Clamping Devices for Flat -Plate Photovoltaic Modules and Panels). This standard included electrical grounding, electrical bonding, mechanical load and fire resistance testing. SYSTEM LEVEL FIRE CLASSIFICATION The system fire class rating requires installation in the manner specified in the NXT UMOUNT Installation Guide. NXT UMOUNT has been classified to the system level fire onion of UL 2703. NXT UMOUNT has achieved system level performance for steep sloped roofs and low sloped roofs.5 stem level fire performance is inherent P Y Pe P P P Y in the NXT UMOUNT design, and no additional mitigation measures are required. See table below for definition of steep sloped and low sloped roofs.The system is to be mounted over fire resistant roof covering rated for the application. There is no required minimum or maximum height limitation above the roof deck to maintain the system fire rating for NXT UMOUNT.Approved Module Types & System Level Fire Ratings are listed below: Roof Type Module Type System Level Fire Rating Rail Direction Module Orientation Steep Slope - roof pitches 3 2 in/ft Type 1, 2, 3 with metal frame, 10 with metalframe, 19,22,25,29,&30 Class [parallel OR Perpendicular to Ridge Landscape OR Portrait Low Slope - roof pitches < 2in/ft Type 1, 2, 29, & 30 MECHANICAL LOAD TEST MODULES The modules selected for UL 2703 mechanical load testing were selected to represent the broadest range possible for modules on the market. The tests performed covers module frame thicknesses greater than or equal to 1.0 mm, single and double wall frame profiles (some complex frame profiles could require further analysis to determine applicability), and clear and dark anodized aluminum frames. PV modules may have a reduced load rating, independent of the NXT UMOUNT rating. Please consult the PV module manufacturer's installation guide for more information. Tested Module Design Load Ratings Tested loads Tested Module Area SunPowerSPR-A440-COM Down: 50 psf, Up: 50 psf, Slope: 15 psf Down: 75 psf, Up: 75 psf, Slope: 23 psf 21.86sgIt Jinko JKM-xxxM 72HL4-V Down: 39.47 psf, Up: 22.28 psf, Slope: 8 psf Down: 59.20 psf, Up: 33.42 psf, Slope:12 psf 27.76 sq ft Q Cells 0 Peak Duo XL-Gll.3/BFG Down: 37.06 psf, Up: 20.97 psf, Slope: 7.53 psf Down: 55.60 psf, Up: 31.46 psf, Slope:11.3 psf 29.49 sq ft QPEAK.DUO XL-G11S.3/BFG580 Down: 36.50 psf, Up:20.96 psf, Slope:7.6 psf Down: 54.80 psf, Up:31.45 psf, Slope:11.4 psf 30.05 sq ft ■�� COMBO CLAMP INSTALLATION; 24 ■■ U__M_0_U_N_T --------------------------------- INSTALLATION GUI[ ; PAGE 0% r i INSTALLCOMBO (END) CLAMPS: Install Combo Clamps starting at the aligned end of rails. INSTALLCOMBO (MID) CLAMPS: Clamp assemblies may be positioned in rail near point of use prior to module placement. Note: The clamps may be installed above splice locations. PRO TIP Press the clamp assembly slightly into the rail to allow for easy sliding of clamp in the rail. OV 7 INSERT COMBO CLAMP: Insert Combo Clamp from one side of the rail nut into the rail and click in the other side. Ensure that the raft nut profile is seated in the rail profile. PLACE ADJACENT MODULE AGAINST CLAMPS: Modules must be tight against clamps with no gaps. Tighten bolt to required torque. TORQUE VALUE:15 ft-lbs INSTALL END MODULE: Position first module onto rails and engage module frame with end clamps. Hold clamp in place against module while tightening bolt. TORQUE VALUE: 15 ft-lbs. Note: Ensure a minimum distance of 1" from the end of the module to end of rail. INSTALL REMAINING MODULES: Proceed with module installation. Engage each clamp with previously positioned module. Note: Combo clamps are capable of securing module frames whose thickness varies from 30mm to 40mm. ■M SYSTEM GROUNDING M ■■ ------l --------------------------------------------------------NT-------------------------------------------INSTAIEATIUN ------------------GUIDE---------L PAGE --------- SYSTEM GROUNDING: Rails can be bonded using a MLPE & GROUNDING LUG (NULGMLP1), GROUND WEEBLUG k1 or ILSCO LAY IN LUG (GBL4DBT).At least one rail per row of modules in an array must be bonded to electrical ground. Each additional row of modules must be grounded with at least one rail lug per row or with a row -to -row bonding devise listed here. Note: See Page 5 for additional lugs required for expansion joints. SYSTEM GROUNDING WITH MLPE & GROUNDING LUG: Insert the T-nut in the rail by holding the plastic cone's tabs with thumb and middle finger. Rotate the clamp 90 deg in clockwise direction in the rail and release when aligned with rail Ensure that the T-nut is engaged in the rail profile. Place the grounding wire on the grounding plate on one of the sides of the bolt, parallel to the grounding plate flanges.Tighten bott. TORQUE VALUE: 6-12 AWG SOLID COPPER: 10 ft tbs NOTE: MLPE & GROUNDING LUG is single use only O *ee ALTERNATE SYSTEM GROUNDING WITH ILSCO LAY -IN LUG - UNIRAC P/N 00800913: Alternate Grounding Lug. Drill hole in rail 7/32• in diameter, deburr hole and bolt through one wall of rail. BOLT TOROUE VALUE: 5 ft lbs. ALTERNATE ROW GROUNDING WITH ALTERNATE ROW GROUNDING WITH N/S TERMINALTORQUE:4-6 AWG: 35in-lbs, 8 AWG: 25 in-tbs. N/S BONDING CLAMP: BONDING CLIP: Insert clamp between module rows and Fully seat bonding clip on each module IL WARNW§ tighten bolt. Range to provide bond across N/S module gap. Ensure Copper does contact Aluminum to avoid corrosion. TORQUE VALUE: 20 ft-lbs. NMI ° BONDING CONNECTIONS & GROUNDING PATHS ■ mom:U__M_0_U_N_T■■ INSTALLATION -GUIDE-:- PAGE �M0o 0 NXT .. t BONDING COMBO MID -END CLAMPASSEMBLY © Aluminum combo mid -end clamp cap with stainless steel bonding pins that pierce module frame anodization to bond module to module through clamp © Stainless steel bolt bonds aluminum clamp to stainless steel Hex bolt Q Aluminum combo mid -end clamp rail nut with stainless steel bonding pins that pierce rail anodization to bond module to module through clamp NOTE: See Page 20 for installation details. MODULE FRAME 1 Z,® L BONDING BETWEEN THERMAL BREAKS O Lug is connected at the end of each thermal break to the rail. © Solid copper wire is connected across the gap to bond the two ends. NOTE: See Page 5 for installation details. BONDING RAIL SPLICE Q Bonding Hardware creates bond between Splice bar and each rail section. © Aluminum splice bar spans across rail gap to create rail to rail bond. Rail on at least one side of splice will be grounded. NOTE: • See Page 16 for installation details • Splice certified for single -use only Coote�' © N,�ItP� wigF'xR RACK SYSTEM GROUNDING O Tabs on the grounding plate pierce anodization on the rail to bond rail to ground wire. I© Solid copper wire connected to lug is routed to provide final system ground connection. NOTE: See Page 17 for installation details and alternate racking system grounding P. Planning and Building Agen CMII=0WE:R EMPQR�'�rRT94OLAR FOR PORWIMSMANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Ma ter ID: 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 1 03-07-2025 UR PROJECT NAME Z O 0 0 U)w Q wiz w Q p O LL 00 U) U cal - in W �QULLIN Z Q U Z Qom` z Q Q = ❑ J Q Q ~ Z O Q H J_ SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-16 CITY OF SANTA ANA PI nning and BUilding Agen EMPOWER Descriptive Report CSA EMPUPCRYRAOLAR M FOR CIP GROUP PERMPI-SSUANC1 CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Ma Email: permits@mpwrsolar.com 3ter ID: e: 4 2(4 MASTER CONTRACT: 0000266909 Da REPORT: 70131735 1q, PROJECT: 80219678 C-10 #1057693 Scott Forster Edition Issued On Project Location Prepared By Authorized By Edition 1 September 20, 2017 70131735 Irvine Michael Hoffnagle Michael Hoffnagle Edition 31 March 26, 2024 80198760 USA Irvine Michael Hoffnagle Michael Hoffnagle Edition 32 July 10, 2024 80215255 USA Irvine Michael Hoffnagle Michael Hoffnagle Edition 33 August 08, 2024 80219156 USA Irvine Joseph Garcia Joseph Garcia Edition 34 September 20, 2024 80223361 USA Irvine Joseph Garcia Joseph Garcia Edition 35 October 03, 2024 80219678 USA Irvine Michael Hoffnagle Michael Hoffnagle Certificate of Compliance + Supplement - Page 1 to 15 Description and Tests - Page 1 to 53 Attl Installation Manual SM— Pages 1 to 51 Att2 Schematics SM/ULA— Pages 1 to 134 Att3 Installation Manual ULA— Pages 1 to 29 Att4 RM5 Installation Guide - 1 to 23 Att5 RMDT Installation Guide - 1 to 24 Att6 RM series schematics —1 to 40 Att7 GFT Installation Guide — Pages 1 to 42 Att8 GFT HD Rail Installation - Pages 1 Att9 GFT Schematics — Pages 1 to 69 Att10 NXT UMOUNT Installation Manual — Pages 1 to 40 Attl 1 Schematics NXT UMOUNT — Pages 1 to 147 Attl2 SM Ascender 2P Elevated Installation Manual — Pages 1 to 37 Attl3 SM Ascender 2P NON Elevated Installation Manual — Pages 1 to 36 Attl4 SM Ascender 1P Non Elevated Installation Manual — Pages 1 to 33 Attl5 SM Ascender 1 P Elevated Installation Manual —Pages 1 to 36 Att16 Schematics SM Ascender — Pages 1 to 52 Attl7 SM Ascender Flush Mount Installation Manual — Pages 1 to 28 Attl 8 S-5 schematics and installation — Pages 1 to 19 Attl9 SM_NXT _Tilt Leg Install Addendum — Pages 1 to 13 Att20 GridFlex 10 Schematics — Pages 1 to 40 Att21 GridFlex 10 Installation Manual — Pages 1 to 30 This report shall not be reproduced, except in full, without the approval of CSA Group. Irvine 34 Bunsen, Irvine, CA 92618 Telephone: 949-733-4300 Fax: 949-733-4320 VERSION DESCRIPTION I DATE I REV I INITIAL RELEASE 1 03-07-2025 I UR PROJECT NAME z 0 CO 0 Q LLI U)Q w D z ry IZQp0 LL 00 U) LO W Q U L J J CD z d U z w Q0� QQ 2 a_ Q I-Q � D `o z 0 Q J I— D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER QD-1399 Rev 2024-03-27 © 2024 CSA Group. All rights reserved. PV-17 =1TY OF SANTA ANA MEN1 iUMOUNT COMPATIBLE MODULESP3o ME SYSTEM CERTIFICATION�PACE Electrical Bonding and Grounding Test Modules The list below is not exhaustive of compliant modules but shows those that have been evaluated and found to be electrically compatible with the NXT UMOUNT system. Manufacture Module Model / Series ISM7-SHDD108-400/M Manufacture Module Model / Series Imperial Star LSxxxHC(166), LSxxxBF, LSxxxBL, LSxxxHC, mSolar 108BB HC Series (TX110-xxx108BB) LA Solar BLA Model Inxeption mSolar 144BB HC Series (TXS6-xxx144BB) LGxxx(E1C/E1K/N1C/N1K/N2T/N2W/S1C/ S2W/Q1C/Q1K)-A5 ITEK iT-SE Series LGxxx(A1 C/M 1 C/M 1 K/N 1C/N 1 K/Q1C/Q1 K/ Japan Solar JPS-60 & JPS-72 Series QAC/QAK)-A6, LGxxxN2W-B3 JAM54S30 xxx/MR LGxxxN2T-B5, LGxxxN1K-B6 JAM54S31 xxx/MR LGxxx(N1C/N1K/N2T/N2W)-E6 LG Electronics OMB LGxxx(N1C/N1K/N2W/S1C/S2W)-G4 JAM72S30 /MR LGxxxN2T-J5 JAP6 60-xxx LGxxx(N1K/N1W/N2T/N2W)-L5 JAM6(K)-60/xxx, JAP6(k)-72-xxx/4BB LGxxx(M1C/N 1C/Q1C/Q1K)-N5 JA Solar JAP72S##-xxx/"" LGxxx(N1C/N1K/N2W/Q1C/Q1K)-V5 JAP6(k)-60-xxx/4BB, JAP60S##-xxx/"" LGxxxN 3K-V6 JAM6(k)-72-xxx/"", JAM72S##-xxx/"' LR4-60(HPB/H PH) JAM6(k)-60-xxx/"", JAM60S##-xxx/"" LR4-72(HPH) i. ##: 01, 02, 03, 09,10 LR6-60 ii. ": SC, PR, BP, HiT, IB, MW, MR LR6-60(BK/HP13/HPH/HV/PB/PE/PH) "= Backsheet, ## Cell technology LONGLR6-72(BK/HV/PB/PE/PH) LR6-72 JKM & JKMS Series JKMxxx1V1-72HL-V,1KMxxxM-72HLM-TV RealBlack LR4-60HPB JKMxxxM-72HL4-(T)V,JKMxxxM-7RL3-V RealBlack LR6-60HPB linko JKMxxxM-72HBL-V,1KMxxxM-72HL4-TV LR5-54-HPB-xxxM JKMxxxM-6RL3-B,JKMxxxN-72HL4-BDV LR5-72HBD xxxM JKMxxxN-54HL4-B, JKMxxxN-72HL4-TV SPR-MAX3-xxx-COM JKMxxxM-7RL3-TV Maxeon SPR-MAX3-XXX-R SPR-MAX3-XXX-BLK-R Kyocera KD-F & KU Series Meyer Burger Meyer Burger Black, Meyer Burger White Meyer Burger Glass Manufacture Module Model / Series MSExxxSX9R MSE Mono, MSE Perc Mission Solar Energy MSExxx(SR8T/SR8K/SR9S/SX5T) MSExxx(SX5K/SX6W) MSExxxHTOB Mitrex Mxxx-L3H, Mxxx-13H MJE & MLE Series Mitsubishi mSolar TX110-xxx108BB Neo Solar Power Co. D6M Series NESE xxx-72MHB-M10 NESE xxx-60MH-M6 NE Solar NESE XXX 72MHT-M10 NESE XXX 72THB-M10 NESE XXX 72MHB-M10 VBHNxxxSA06/SA06B/SA11/SA11B VBHNxxxSA15/SA15B/SA16/SA16B, VBHNxxxKA, VBHNxxxKA03/04, Panasonic VBHNxxxSA17/SA17G/SA17E/SA18/SA18E, VBHNxxxZA01/ZA02/ZA03/VBHNxxxZA04 EVPVxxx EVPVxxx(H/K/PK/H K/H K 2) SGxxxM (FB/BF) Peimar SMxxxM PS-M108(HCBF)-40OW (30 & 35mm frames) Philadelphia Solar • The frame profile must not have any feature that might interfere with the bonding devices that are integrated into the racking system • Use with a maximum over current protection device OCPD of 30A • Unless otherwise noted, all modules listed above include all wattages and specific models within that series. Variable wattages are represented as "xxx" • Items in parenthesis are those that may or may not be present in a compatible module's model ID • Slashes "/" between one or more items indicates that either of those items may be the one that is present in a module's model ID • Listed models can be used to achieve a Class A fire system rating, for steep slope or Low slope applications, only when modules of fire typed mentioned in Appendix A, Page 27 are used. nning and Building Agen CMf=0WER ,,< ARWRY )R PFRWIAI�SUANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com 10 #1057693 Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03-07-2025 UR PROJECT NAME z O CO Fn Q LLI U) Q LLJ � z w ry Q p LL 0 00 U) In W E) Q U L J J N z d U z � � LL1 Q QQ 2 0- Q � Q z 0 Q J D SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-18 CITY OF SANTA ANA PI nning and BUilding Agen CQM�f��r�2LOWER V/`"'� INN EMPRLC &4OLAR FOR PERMPI-SSUANCI CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 January 8, 2024 Ma Email: permits@mpwrsolar.com 3ter ID: e: Unirac, Inc. Da 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102 C-10 #1057693 TEL: (505) 242-6411 FAX: (505)242-6512 Scott Forster VERSION Re.: Innova Technologies No.: 124-099-1000 DESCRIPTION I DATE REV Unirac NXT U-Mount Design Tool — California INITIAL RELEASE 03.07-2025 UR Attn: Engineering Services Innova Technologies Inc. has reviewed Unirac's NXT U-Mount design tool and analysis, including the U-Builder online tool. NXT U-mount is a proprietary system to support Photovoltaic (PV) panels on a roof top structure. All analysis and information in the NXT design tool's formulas and tables comply with the following: • 2009-2021 International Building Code, by International Code Council Inc. With SEAOC PV2 provisions. PROJECT NAME ASCE/SEI 7-05 through 7-16 Minimum Design Loads and Other Structures, by American Society of Civil Engineers. z O co • California Building Code 2013, 2016, 2019, & 2022 Editions. Fn Q Lu C/)Q • 2005 Aluminum Design Manual, 2010 Aluminum Design Manual, 2015 Aluminum Design w D z Manual (ADM), 2017 Aluminum Design Manual & 2020 Aluminum Design Manual, by z > o O CO the Aluminum Association. w � LL � Z U M LULLQULLIN This letter certifies that the structural analysis of the racking members and their direct components ) U () U comply with the above codes and methodologies. This Design tool does not review the existing w a Q � CO It roof structure, or the PV panels themselves. -i CO Q = a- Q-QQ The U-Builder tool should be used under review of a registered design professional where required co z O by the authority having jurisdiction. Q C/) CO } For more information, see the construction drawings, and manufacturer installation instructions. 1= 1ti D QROFESS'041. Best Regards, c�, O S� T �4y1 Fyc 1 N 1 s �*' SHEET NAME EXP._12-31-25 \� SPEC SHEETS Carlos Banchik President & PrincipalpF C/►��0 SHEET SIZE Innova Technologies, Inc. 01 /09/2024 ANSI B 11" X 17" 1432 South Jones Blvd. 702.220.6640 SHEET NUMBER Las Vegas, NV 89146 702.220.7740 www.innovanv.com PV-19 CITY OF SANTA ANA C CSA GROUP Certificate of Compliance Certificate: 70131735 Master Contract 266909 Project: 80229358 Date Issued 2024-12-19 Issued to: Unirac 1411 Broadway NE Amupaergoe, New Mexico 87102 United States Attention: Rob D'Arastasio At, products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. ® Issued by: 'Lffchael HoJjnagle Michael Holfioagle C us PRODUCTS Class 5313 02 POWER SUPPLIES- PHOTOVOLTAICS- - PV Racking Class 5313 82 POWER SUPPLMS- PHOTOVOLTAICS - PV Racking and clamping systems -Certified to US Standards SOLARMOUNT Flush to Roof is an extruded aluminum rail PV reeking system that is installed parallel to the roof in landscape or portrait orienlatiors. Wave large Array is a ground mount system using the SohuMouu ISM) platform for the bonding and grounding of PV dies. Modeka) SM, I11A SolarMount The system fisted is designed to provide bond ngtgrou nding and mechanical stability for photovoltaic modules. The systems secured to the rod' with the L-Foot components through the roofing material to building structure. Modules are seemed to the racking system with stainless Or, 1397 Rev 201"4-30 C20246x e7mq. All rislasre—ed Pa¢ 1 qP: GROUP" CSA Certificate: 70131735 Master Codtact:266909 Project 80229358 Date hornet M24-12-19 Upuard Design Load (Wine) 17.1 Doan Slope fond (Idft') 5.2 SM Ascender Flush Mood, Rush moult roof system is an extruded ahmimnn rail PV racking systemthat is installed to the roof in portrait or lutrdscape orientation. Modei(s) i SM Ascender Flush Mount SM Ascender Flush Mount The system fisted is designed to provide boding/grounding and mechanical stability for photovoltaic modules. The system is secured to the roof with the L-Foot components through the roofing material to balding structure. Modules are secured to the racking system with aluminum mid clamps and aluminum end clamps. Fie ratings of Class A with Type 1, 2, 3 (with metallic forme), 10(with meta0c frame), 19, 22, 25, 29, or 30 for steep slope. Class A with Type I, 2, 29 or 30 for low slope. Tested at S' interstitial gap which allows installation at any stand-off height. The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to include NEC 250 & 690. Local codes compliances required, in addition to national codes. All groudmg/bondigg connections are to be torqued in accordance with the Installation Manual and the settings Hued during the certification testing for the current edition of the project report. Latest Install Manual revision: PUB2024NOV29 UL 2703 Mechanical Load ratings for tested module area 27.76 sq R: UL 2703 and TI L Mechanical Load ratings tested module area 27.76 act ft: load Doanaerdl)esign Ind Oh'� 17.1 Upward Design (IMP) 17.1 Doan -Slope Load (INR') 5.2 hush to Runf is an extnr(kd alto inunn roil M' nicking system that is installed parallel to the mof in landscape or portrait orientations ModeXs) NXT LMUNT NXT UMOUNT The system listed isdesigned to provide bo¢d ng(gou d'mg, and mechanical stability for photovoltaic modules. The system issecured to the Q1)1397 Pev20194F30 C2024 M (1mp. AD rightsreserved Peg 7 DOanaard Deeign Load (IWftO 28.4 f7paaN Design Load(Mfi) 31.9 Dean -slope foad(Mft0 5.2 GROUP CSA Certificate: 70131735 Master Comtiad:266909 Project: 80229358 Date Issued 202412-19 roof wile the L-Foot components danugin the roofing material to building structure. Modules are seemed to the racking systemwih aluminum mid clamps and atuninwn end clamps. The monhnles are bonded to the racking system with boosting mid and end csrrps with piercing points. Fire ratings of Class A with Type 1, 2, 3 (with nreta0ic frame). 10(wih nretalltc frame), 19, 22, 25, 29, or 30 for steep and low slope. Tested at 5" interstitsl gap which allows installation at any stand-off height. The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to inchde NEC 250 & 690. Local codes compliance is requited in addition to national codes. AB pand'utg/bond'utg corrections are to be torqued in accordance with the Installation Manual and the settings used during the certification testing for the current edition of the project report NXT Tik Legs a Flat roof confgnralion of the NXT UMOUNT system that mates an attachment variation that involves stnx:naal standoffs to achieve a range of module tilt angles. The NXT Ttll Legs installation instructions are captured in an Installation Addendum that covers both the SosrMorrt Tih Legs system and the NXT Tilt Legs system NXT TB[ Legs has mechanical bad ratings independent of the N?Cf UMOUNT mechanical bad ratings. Latest SosrMoum NXT TBt Legs Installation Addendum revision: PUB2024APRI5 Latest NXT UMOUNT Install Manual revision: PUB2024NOV29 NXT UMOIJNT UL 2703 Mechanical Load ratings for tested module arce 21.86 sq R: NXT Systems without D1'D 9ay1 Attachment P306I7211, Rao Splice P308082I B, or ItaO Clamp P30817214 Downward Design Load (lhtftz) 113.7 Upward Design toad (b/M 51.1 Down -Slope Load (bft0 Ifi8 NXT Systems with D7'D Butyl Attachment P3061721 ], Rail Space P30808216, or Rail Clamp P30817214 Downward Resign load (6/Rz) 51.1 Upward Despload(WR') 51.1 Dowd -slope Load (Nft') IGS NXT UMOUNT UL 2703 and TIL Mechanical Load ratings tested module area 27.76 sq fl: NXT Systems without DTD Butyl Attachment P308I72I 1, 12a0 Splice P3080821 B, or Rao Clamp P30817214 Doanaard Design load (I1(t1l0 5Q1 Lpxxrd Design load (INR) 222 Dosxr-Slope LoW (0✓ft') 8.0 LIL 2703 and T[L Mechanical Load ratings tested nodule ems 29.49 sq R: 92024 CSA J Planning and Building Agen y CMP0WE:R Q ��rn�/p� 1" EMPPPE LRTR AOLAR FJDR PER""-SSUANC CLOVIS, CA 93611 TEL: (800) 306 6953 CSLB:1057693 Email: permits@mpwrsolar.com Ma ter ID: 10 #1057693 Ep Scott Forster VERSION DESCRIPTION DATE REV INITIAL RELEASE 03.07-2025 UR PROJECT NAMEFn Z Q co Q W Q W � Z W Q � Q CO fgUc�l� to W� Q U W (may Z d U Z � � W Q � Q � Q = a_ `oZO Q W J_ SHEET NAME SPEC SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-20