Laserfiche WebLink
B SLAB GROUNDING DETAIL <br />NTS <br />MIN 2" <br />LISTED SYSTEM GROUND <br />CLAMPS - SEE NEC 250.70 <br />NOTE: 20 FEET (6 M) OR MORE OF 1/2" (13 MM) <br />DIAMETER REINFORCING STEEL OR #4 BARE <br />COPPER WIRE (OR LARGER). SEE NEC 250.52 (A) <br />(3). REINFORCING RODS THAT ARE COATED <br />WITH A NONCONDUCTIVE MATERIAL ARE NOT <br />ACCEPTABLE AS AN ELECTRODE. <br />GROUND ELECTRODE – SEE NEC <br />250.52 (A) (3). <br />CONCRETE SLAB <br />GRADE <br />GROUNDING ELECTRODE CONDUCTOR - SEE <br />NEC 250.62 FOR MATERIAL, NEC 250.64 FOR <br />INSTALLATION, AND NEC 250.66 FOR SIZE. <br />2" DIAMETER <br />STANDARD SCH40 <br />PIPE <br />HOLLANDER PIPE <br />FLANGE WITH (4) <br />3/8" TITAN HD <br />STAINLESS STEEL <br />ANCHORS 2-3/4" <br />EMBEDMENT <br />1-5/8" STRUT <br />SOLAREDGE ENERGY BANK BAT-10K1P <br />1 TO 4 MOUNTED TOGETHER UTILIZING <br />FLOOR STAND KIT <br />- <br />C <br />#4 REBAR EVENLY <br />SPACED LESS THAN <br />OR EQUAL TO 12" OC <br />VERIFY PAD DIMENSIONS <br />AND THICKNESS BASED <br />ON SITE CONDITIONS <br />A SLAB ANCHORAGE DETAIL <br />NTS <br />OPTIONAL ENERGY BANK <br />WITH STACK KIT <br />WALL BRACKET <br />ATTACHMENT <br />SIDE BRACKETS <br />MIN 2" <br />MIN 4"MIN 6" <br />MIN 6" <br />MIN 36" <br />OTHER ELECTRICAL <br />EQUIPMENT <br />PERMITTED TO <br />MOUNT ON BACK OF <br />EQUIPMENT RACKING <br />FLOOR CONNECTOR <br />(OPTIONAL) <br />C HOLLAENDER BASE DETAILS <br />NTS <br />E <br />G <br />DFH <br />1/2 E <br />1/2 H <br />B <br />C <br />A <br />#48H RECTANGULAR FLOOR FLANGE <br />29789 = 2 HOLE SCALE: HALF <br />29790 = 4 HOLE <br />INCHES <br />PIPE SIZE A B C D E F G H J <br />2"2.40 0.56 3.50 8.00 6.00 5.50 0.81 <br />2"2.40 0.56 3.50 8.00 6.00 6.00 4.50 0.56 <br />JØ <br />DESIGN CRITERIA: <br />MAXIMUM WEIGHT PER VERTICAL SUPPORT: 224LBS <br />SEISMIC: SDS = 1.023G <br />SCOPE OF WORK: <br />1.PROVIDE A CONCRETE SLAB TO SUPPORT THE PRE-MANUFACTURED <br />EQUIPMENT <br />2.PROVIDE ANCHORAGE OF THE EQUIPMENT TO THE SLAB <br />MATERIALS SPECIFICATIONS: <br />1.ALL CONCRETE SHALL BE 2,500 PSI AT 28 DAYS. WORK CAN BEGIN 14 DAYS <br />AFTER PAD IS POURED <br />2.CONCRETE REINFORCING SHALL MEET THE TEMPERATURE AND <br />SHRINKAGE REQUIREMENTS OF ACI 318. <br />3.ALL REBAR SHALL BE #4 60 KSI STEEL ON 16"OC OR LESS CENTERED IN 6" <br />CONCRETE SLAB RUNNING EACH WAY WITH A MIN. 3" COVER FOR <br />CONCRETE FACING SOIL <br />4.POSTS SHALL BE 2" SCH 40 STEEL PIPES <br />5.1-5/8" STRUTS AND HARDWARE SHALL BE USED TO ATTACH ELECTRICAL <br />EQUIPMENT TO POSTS. <br />6.ALL HARDWARE FASTENERS AND WEDGE ANCHORS SHALL BE STAINLESS <br />STEEL <br />5.(4) 3/8" TITAN HD STAINLESS STEEL ANCHOR WITH 2-3/4" EMBEDMENT WITH <br />FLAT RUBBER WASHERS. A MIN. 6" DISTANCE FROM EDGE OF SLAB. <br />6.PATCO 585 PE DISSIMILAR METAL TAPE WHERE PIPE CONTACTS BASE <br />7.PADS CAN BE MOUNTED ADJACENT AND BACK-TO-BACK. 6" SPACING <br />BETWEEN HOLLAENDER ATTACHMENTS REQUIRED. <br />TYP. CONCRETE PAD SIZES <br />TOTAL BATERIES CONFIGURATION X Y <br />6 2X3 75.2 IN 58.6 IN <br />9 3X3 114.4 IN 58.6 IN <br />12 3X4 114.4 IN 72.6 IN <br />15 4X4*153.6 IN 72.6 IN <br />* ONE GROUP WILL CONTAIN 3 BATTERIES. <br />D BESS PAD SIZES AND EXAMPLES <br />NTS <br />72.6" (TYP) <br />NOTE: USE TABLES TO DETERMINE THE <br />DIMENSIONS OF THE PAD NEEDED. ADJACENT <br />GROUPS OF BATTERIES MUST MAINTAIN A MIN. 8" <br />SPACING. <br />TYP. PAD EXAMPLE <br />UP TO (4) SOLAREDGE ENERGY <br />BANKS IN GROUP <br />36" (TYP) <br />HOLLAENDER FLANGE W/ (4) <br />3/8" TITAN HD STAINLESS <br />STEEL ANCHORS 2-3/4" <br />EMBEDMENT MIN. 2 POSTS <br />PER BATTERY GROUP <br />SOLAREDGE ENERGY BANK, 1 <br />TO 4 MOUNTED IN GROUP <br />UTILIZING FLOOR STAND KIT <br />TYP. PAD EXAMPLE <br />(15) ENERGY BANK BATTERIES. <br />4X4 PAD CONFIGURATION SHOWN. <br />Y <br />X <br />6" THICK CONCRETE <br />PAD <br />1-5/8" STRUTS AND <br />HARDWARE <br />CONCRETE PAD DIMENSIONS <br />TOTAL GROUPS X BATTERIES IN GROUP Y <br />1 36 IN 1 36 IN <br />2 75.2 IN 2 41.6 IN <br />3 114.4 IN 3 58.6 IN <br />4 153.6 IN 4 72.6 IN <br />DETAIL 1. BRACKET INSTALLATION <br />1.1. LEVEL THE BRACKET. <br />2.MARK TWO DRILLING SPOTS. <br />3.DRILL HOLES IN THE INSTALLATION SURFACE. <br />4.INSTALL THE MOUNTING BRACKET AND SECURE WITH SCREWS: <br />4.1.DIAMETER: 1/4" <br />4.2.MINIMUM EMBEDMENT: 2-1/2" (EXCLUDING TAPERED TIP) <br />4.3.MINIMUM FASTENER COUNT: 4 <br />5.MOUNTING BRACKETS MUST BE PLACED ACCORDING TO MANUFACTURER GUIDELINES. <br />6.FASTEN BATTERY COMPONENTS TO MOUNTS PER MANUFACTURER GUIDELINES. <br />7.FOR EXTERIOR APPLICATIONS, M5 SEALANT SHALL BE PROVIDED AT BATTERY ANCHOR HOLES. HOLES SHALL BE FULLY CAULKED. <br />DETAIL 2. BATTERY INSTALLATION <br />WALL STUDS <br />16" <br />FOR 24" SPACING, USE <br />OUTER BOLT HOLES <br />BATTERY BRACKET <br />SOLARMOUNT BATTERY <br />BATTERY BRACKET <br />(2) 1/4" X 2-1/2" LAG SCREWS PER <br />STUD, INSTALLED AT TOP <br />AND BOTTOM OF BRACKET <br />2-1/2" MIN. EMBEDMENT INTO <br />STRUCTURAL MEMBER <br />24" <br />OUTER BOLT HOLE <br />1.SCREW IN ALL FOUR HANDLES TO THE BATTERY FRAME. MAKE SURE TO SCREW IN THE HANDLES ALL THE WAY. <br />2.LIFT THE BATTERY TO THE HEIGHT OF THE MOUNTING BRACKET. <br />3.HANG THE BATTERY ON THE MOUNTING BRACKET, WHILE HOLDING IT BY THE HANDLES. <br />4.SECURE WITH A MOUNTING BRACKET SCREW ON EACH SIDE. APPLY A TORQUE OF 42 in-lbs / 4.7 N*m. <br />5.MAINTAIN A CLEARANCE OF MIN 8" / 20 cm FROM OTHER OBJECTS. <br />ADDITIONAL NOTES <br />1.IF MOUNTING IN THE PATHWAY OF A VEHICLE, BATTERY MUST BE MOUNTED AT A LEVEL ABOVE CAR BUMPER TO AVOID ANY <br />POTENTIAL DAMAGE. <br />2.THIS DETAIL IS ONLY APPLICABLE FOR WOOD FRAMED WALL STUD SPACING FROM 12" (MIN) TO 24" (MAX) WITH WOOD 2X4 (MIN) <br />NOMINAL WALL FRAMING MEMBERS. <br />3.ALL WALL FRAMING REFERENCED IN THE DETAILS SHALL BE SHEATHED ON A MINIMUM OF ONE SIDE AND SHALL BE PART OF <br />THE STRUCTURE'S MAIN PERMITTED BEARING WALL AND OR LATERAL RESISTING SYSTEM. <br />E WALL MOUNT DETAIL <br />NTS <br />D:\PROJECTS\FEB\19\UPLOAD\WILSHIRE MINNIE\CAD FILE\WILSHIRE MINNIE\WILSHIRE MINNIE_NEW(1).DWG <br />EQUIPMENT PAD <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 />WILSHIRE MINNIE <br />1235 E WILSHIRE AVE, <br />SANTA ANA, CA 92707, USA <br />APN:014-251-49/014-251-50 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL06/23/25 <br />BAHJ COMMENTS #2 12/10/25 <br />CCAHNGED DECK MOUNT TO RAFTER MOUNT 02/18/26 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·259.12 kW DC <br />·186.2 kW AC <br />·241.45 CEC AC <br />ENERGY STORAGE: <br />·184.8 kW AC <br />·523.8 kWH <br />S500 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: <br />FINS_TM <br />C <br />PROJECT NUMBER: <br /> PROP-001235 <br />ASYSTEM DOWNSIZED 09/05/25 <br />AHJ COMMENTS #1 & <br />#SSTAMP <br />WILSHIRE MINNIE <br />1209 3/4 E WILSHIRE AVE UNIT# ELE01 <br />1221 3/4 E WILSHIRE AVE UNIT# ELE01 <br />1229 3/4 E WILSHIRE AVE UNIT# ELE01 <br />1233 E WILSHIRE AVE UNIT# MTR01 <br />1401 S MINNIE ST UNIT# MTR01 <br />1403 S MINNIE ST UNIT# MTR01 <br />1425 S MINNIE ST UNIT# MTR01 <br />APN: 014-251-49 / 014-251-50 <br />DEVELOPER: <br /> C&C DEVELOPMENT