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816 N Figueroa St Bldg A-D - Plan
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816 N Figueroa St Bldg A-D - Plan
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Last modified
2/24/2026 5:01:27 AM
Creation date
2/24/2026 5:00:10 AM
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Template:
Plan
Permit Number
20187209
20187210
20187211
20187212
101125458
101125459
101125460
101125461
Full Address
816 N Figueroa St Bldg# A
816 N Figueroa St Bldg# B
816 N Figueroa St Bldg# C
816 N Figueroa St Bldg# D
Street Number
816
Street Direction
N
Street Name
Figueroa
Street Suffix
St
Building Number
D
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RAIL <br />CHANNEL NUT <br />MODULE <br />FRAME <br />MID CLAMP ASSEMBLY <br />SS BONDING PIN <br />NOTE: <br />1.ADJUSTABLE END CLAMPS USE SAME BONDING PIN DESIGN TO <br />BOND MODULES TO RAIL <br />C MID CLAMP ASSEMBLY <br />NTS <br />NOTES: <br />1.INSTALL EXPANSION COUPLING EVERY 100' OF <br />STRAIGHT CONDUIT RUN <br />2.IF EXPANSION COUPLINGS ARE INSTALLED AT <br />LESS THAN 100'.THE DISTANCES OF <br />EXPANSION/CONTRACTION SHALL BE <br />ADJUSTED PROPORTIONALLY. <br />3.IF EXPANSION JOINT IS NOT PROVIDED WITH <br />INTERNAL BONDING JUMBER, AN EXTERNAL <br />BONDING JUMPER MUST BE INSTALLED. <br />INSTALL EXPANSION COUPLINGS SO THAT THE <br />LENGTH CHANGE FOR CONTINUOUS CONDUIT <br />DOES NOT EXCEED 1/4". <br />SEE NEC 352.44 <br />FOR STEEL CONDUIT, MULTIPLY THE EXPANSIONS <br />LISTED IN TABLE 352.44 BY 0.2. <br />SEE NEC 300.7 <br />0°F - EXTEND 3/8" BEYOND CENTER <br />60°F - CENTERED <br />30°F - EXTEND 3/16" BEYOND CENTER <br />90°F - EXTEND 3/16" BEYOND CENTER <br />120°F - EXTEND 3/8" BEYOND CENTER <br />CONDUIT TYPE COEFFICIENT (IN./IN/°F)TEMP °F EXPANSION/ 100FT (IN) <br />STEEL 6.5 X 10-6 120 0.94 <br />PVC 3.4 X 10-5 120 4.87 <br />B CONDUIT THERMAL EXPANSION DETAIL <br />NTS <br />D SNAPNRACK ULTRA RAIL BONDING SPLICE <br />NTS <br />RAIL GAP <br />RANGE <br />THERMAL EXPANSION GAP: <br />1/8" - 1/4" <br />RAIL EDGE MUST NOT PASS THE <br />BONDING CLIP EDGE, AS SHOWN. <br />SPLICE ALIGNMENT LIMITS <br />SNAPNRACK, UR-40/UR-45 RAIL <br />TORQUE ALL FASTENERS TO <br />THE SPECIFIED VALUES PRIOR <br />TO INSTALLING PV MODULES <br />SNAPNRACK, ULTRA RAIL SPLICE <br />SNAPNRACK, UR-40/UR-45 SPLICE INSALLED <br />SNAPNRACK BONDING CLIP, TYPE 2 <br />FOR BONDING ACROSS RAILS <br />NOTE: <br />1.ALL HARDWARE IS INCLUDED FROM MANUFACTURER <br />2.REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5/16"Ø <br />HARDWARE TORQUE SPEC <br />3.SPLICE POSITIONING: <br />3.1.APPROVED - ANYWHERE ALONG RAIL SPAN BETWEEN TWO <br />ROOF ATTACMENTS <br />3.2.NOT APPROVED - RAIL OVERHANGS / CANTILEVERS <br />4.USE OF THE UR-40/UR-45 SPLICE WITH UR-60 RAIL IS PROHIBITED <br />SNAPNRACK, UR-40 RAIL <br />1 3/4" <br />1 5/8" <br />1 1/2" <br />1 1/2" <br />SNAPNRACK, UR-45 RAIL <br />G SNAPNRACK OMNILUG <br />NTS <br />OMNILUG GROUND LUG ON ULTRA RAIL <br />OMNILUG MPLE ATTACHMENT ON ULTRA RAIL <br />GROUND LUG NOTE: <br />1.PLACE THE GROUNDING CONDUCTOR INTO THE <br />SLOT ON THE BONDING BRACKET UNDERNEATH THE <br />CONICAL WASHER ON THE SEMS BOLT. <br />1.1.GROUNDING CONDUCTOR MUST EXTEND <br />BEYOND THE ENTIRE CONICAL WASHER TO <br />ASSURE PROPER BONDING. <br />1.2.TIGHTEN THE MOUNTING BOLT TO 10.8 LB-FT. <br />2.OPTIMIZERS AND MICROINVERTERS SHOULD <br />ALWAYS BE INSTALLED PER SPECIFIC <br />MANUFACTURER'S INSTRUCTION. <br />MLPE NOTE: <br />1.PLACE THE MOUNTING PLATE CHASSIS OF THE MLPE <br />DEVICE ON THE BONDING BRACKET UNDERNEATH <br />THE CONICAL WASHER ON THE SEMS BOLT. <br />2.TIGHTEN THE MOUNTING BOLT TO 10.8 LB-FT. <br />2 <br />1 <br />3 <br />EXPLODED VIEW <br />ITEM QTY <br />1 <br />2 <br />3 <br />PARTS LIST <br />DESCRIPTION <br />1 SNAPNRACK, OMNILUG, BONDING BRACKET, SS <br />1 SEMS SCREW, HEX, 5-16IN-18 X 1-1-4IN, 7-8 OD CONICAL WSH, TOOTH, SS <br />1 SNAPNRACK CHANNEL NUT 5-16IN-18 <br />TOP VIEW <br />SIDE VIEW <br />1.78 <br />1.78 <br />0.29 <br />0.41 <br />1.53 <br />E SNR GROUND PATH DETAIL - SOLAREDGE <br />NTS <br />X M M M X <br />TO EGC <br />X M M M X <br />U M U U U <br />TO EGC <br />U M U U U <br />GROUND PATH <br />RAIL RAIL SPLICE MOUNT <br />EQUIPMENT GROUNDING <br />CONDUCTOR <br />GROUND LUG <br />SOLAREDGE <br />OPTIMIZER <br />M MODULE CLAMP <br />M = MIDCLAMP <br />X = X-END CLAMP <br />U = UNIVERSAL END <br />CLAMP <br />F SNAPNRACK FRAME MLPE ATTACHMENT <br />NTS <br />.66 <br />.14 <br />R.12 .63 <br />.30 <br />2.24 <br />1.50 .50 <br />.95 <br />SOLAR MODULE <br />SNR MLPE FRAME <br />ATTACHMENT <br />MODULE LEVEL POWER <br />ELECTRONIC <br />SOLAR MODULE <br />FRAME <br />MODULE FRAME MLPE INSTALLATION VIEW <br />INTEGRATED <br />SMART CLIP <br />MODULE FRAME MLPE TOP VIEW <br />MODULE FRAME MLPE SIDE VIEW <br />SCE BARRIERS <br />SCE ESR-3: 16.11 PROTECTIVE BARRIERS (POSTS/ BOLLARDS) FOR SERVICE EQUIPMENT (1-26-2024)A <br />NOTES: <br />·MAINTAIN A MINIMUM OF 3' CLEAR AND LEVEL <br />WORKING SPACE IN FRONT OF ALL THE SERVICE <br />EQUIPMENT ENCLOSURES. <br />·90 DEG MIN. OPENING FOR SERVICE EQUIPMENT <br />DOORS/ PANELS. <br />·4" GALVANIZED STEEL PIPE (1/4" MIN. WALL) <br />FILLED WITH CONCRETE AND PAINTED "CAUTION <br />YELLOW." <br />·CONCRETE ENCASEMENT 6" MIN. IN STABLE SOIL, <br />12" MIN. IN SANDY OR UNSTABLE SOIL. <br />·BARRIERS MUST BE INSTALLED IN LINE WITH <br />EACH END OF SERVICE EQUIPMENT. <br />·4'-6" MIN. DISTANCE BETWEEN CENTER OF <br />BARRIERS. <br />2'-6" <br />CONCRETE <br />6" or 12" <br />FINAL <br />GRADE <br />CONCRETE <br />FILLED <br />CONCRETE <br />CAP <br />2'-6" <br />5'-0" <br />4'-6" <br />MAX. <br />3'-0" <br />MIN. <br />PULL CAN / SECTION <br />OR METERS <br />4'-6" <br />MAX. <br />NON-REMOVABLE <br />BARRIER POST DETAILPLAN VIEW <br />3" <br />PARKING SPACES <br />OR VEHICULAR <br />TRAFFIC <br />4'-6" <br />MAX. <br />3'-0" <br />MIN. <br />4'-6" <br />MAX. <br />3'-0" <br />MIN. <br />4'-6" <br />MAX. <br />C:\USERS\JEFFREY.ABROMOWITZ\DOCUMENTS\WORKING PROJECTS\ANDALUCIA\WORKING DESIGN DOCS_V0\FINULENT\8-25\CAD FILES\CAD\ANDALUCIA_PVPLANS_V0.DWG <br />ELECTRICAL DETAILS <br />CONTRACTOR: <br />ENGINEERING APPROVAL: <br />600 CALIFORNIA ST #1800, SAN <br />FRANCISCO, CA 94104 <br />CA CL #750184 <br />UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN <br />PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT <br />LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. <br />ANDALUCIA <br />816 N FIGUEROA ST, SANTA <br />ANA, CA 92703, USA <br />APN:198-162-03, 198-162-44, <br />198-162-52 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL08/26/25 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·220.17 kW DC <br />·167.3 kW AC <br />·203.365 CEC AC <br />ENERGY STORAGE: <br />·120 kW AC <br />·349.2 kWH <br />E401 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: FINS_AP <br />ORIGINAL <br />CONTRACT NUMBER: <br />3003200669 <br />PJT #: PROP-001216
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