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F <br />E <br />R <br />FIRE <br />I <br />FINISHED FLOOR <br />FINISHED FLOOR <br />46 <br />" <br /> <br />M <br />A <br />X <br />. <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />OVER OBSTRUCTION <br />24" MAX. <br />MOUNTING HEIGHT <br />FINISHED FLOOR <br />TOP OF CONTROL <br />OR OUTLET <br />TOP OF CONTROL <br />OR OUTLET <br />BOTTOM OF CONTROL <br />OR OUTLET <br />15 <br />" <br /> <br />M <br />I <br />N <br />. <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br />ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY 2019 CALIFORNIA BUILDING CODE. <br />CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT <br />REQUIREMENTS DEPICTED ON ARCHITECTURAL DRAWINGS & SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. <br />CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL DRAWINGS & <br />SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. <br />DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO <br />THE UNIVERSITY - CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. <br />ALL DEVICES IN IMMEDIATE <br />PROXIMITY EACH TO OTHER <br />SHALL ALIGN VERTICALLY AND <br />HORIZONTALLY <br />DEVICE ALIGNMENT & MOUNTING HEIGHT DETAILS4SINGLE CONDUIT SUPPORT WITH BRACINGNTS <br />NOTE: <br />EXPANSION OR CAST-IN <br />MIN. 1~0" CHANNEL <br />45° MAX <br />PLACE ANCHOR (TYP) <br />SUPPORT <br />EXPANSION ANCHOR BEAM ATTACHMENT <br />'J'HOOK <br />d = LARGER OF 1~8" <br />BEAM CLAMP <br />h <br />d <br />DECK INSERTS <br />1~8" <br />JAM NUT <br />1~4" <br />OR (3~8"-h/3) <br />MIN. <br />MIN. <br />2. <br />1.MAXIMUM LOADING ON ANY ONE COMPONENT TO BE NO MORE THAN <br />~8 THE MAXIMUM SAFE LOADING FOR THAT COMPONENT. IF <br />GREATER LOADING CAPACITIES ARE REQUIRED, PROVIDE <br />CALCULATIONS SIGNED BY LICENSED STRUCTURAL ENGINEER FOR <br />REVIEW PRIOR TO INSTALLATION. <br />IF BRACE ANGLE IS GREATER THAN 45° WITH THE HORIZONTAL, <br />PROVIDE CALCULATIONS SIGNED BY A LICENSED STRUCTURAL <br />ENGINEER FOR REVIEW PRIOR TO INSTALLATION. <br />MIN. 1~0" CHANNEL <br />LATHERAL BRACE 7'-6" <br />MAX LENGTH <br />(TYPICAL) <br />EXPANSION ANCHOR <br />PLACED IN BOTTOM OF <br />FLUTES <br />3. <br />2. <br />LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED. <br />NOTES <br />1. <br />SINGLE RACK <br />CONCRETE INSERT <br />HILTI ANCHOR MINIMUM 5/8" DIA. ANCHOR <br />BOLTS AT LOCATIONS AS REQUIRED TO <br />MEET THE LOAD 4 SEISMIC BRACING <br />REQUIREMENTS <br />CONCRETE <br />CEILING <br />UNISTRUT WITH ALLOWABLE LOADING PER MANUFACTURER'S <br />RECOMMENDATIONS. <br />FOR SUPPORT IN CONCRETE, USE SWIVEL CONCRETE INSERTS, <br />AS SHOWN. <br />MINIMUM <br />DEPTH <br />2 IN. <br />2 <br />3 <br />EXPANSION ANCHOR BEAM ATTACHMENT <br />'J'HOOK <br />d = LARGER OF 1~8"HANGER <br />BEAM CLAMP <br />h <br />d <br />DECK INSERTS <br />1~8" <br />JAM NUT <br />1~4" <br />HANGER ROD <br />CLEVIS HANGER <br />45° MAX. <br />NOTE: <br />RODOR (3~8"-h/3) <br />MIN. <br />MIN. <br />~6" MIN. <br />2. <br />1. <br />ATTACHMENT TO <br />STRUCTURE. STRUCTURE <br />VARIES, REFER TO <br />STRUCTURAL DOCUMENTS <br />FOR CONSTRUCTION TYPE <br />AND LOAD BEARING <br />CAPABILITIES <br />EXPANSION <br />ANCHOR PLACED <br />IN BOTTOM OF <br />FLUTES <br />MAXIMUM LOADING ON ANY ONE COMPONENT TO BE NO <br />MORE THAN ~8 THE MAXIMUM SAFE LOADING FOR THAT <br />COMPONENT. IF GREATER LOADING CAPACITIES ARE <br />REQUIRED, PROVIDE CALCULATIONS SIGNED BY LICENSED <br />STRUCTURAL ENGINEER FOR REVIEW PRIOR TO <br />INSTALLATION. <br />IF BRACE ANGLE IS GREATER THAN 45° WITH THE <br />HORIZONTAL, PROVIDE CALCULATIONS SIGNED BY A <br />LICENSED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO <br />INSTALLATION. <br />5CONDUIT TRAPEZE SUPPORTNTS <br />HANGER ROD ~6" MIN. SAFE <br />LOAD TO BE 2 TIMES ACTUAL <br />LOAD IN TENSION AT EACH <br />ROD <br />MIN. 1~0" CHANNEL <br />LONGITUDINAL BRACE <br />7'-6" MAX LENGTH 45° <br />MAX ANGLE <br />SEISMIC <br />BRACE FITTING <br />ATTACHMENT TO STRUCTURE. <br />STRUCTURE VARIES, REFER TO <br />STRUCTURAL DOCUMENTS FOR <br />CONSTRUCTION TYPE AND LOAD <br />BEARING CAPABILITIES <br />MINIMUM 1~0" <br />CHANNEL LATHERAL <br />BRACE. 7'-6" MAXIMUM <br />LENGTH <br />6CONDUIT SUPPORT DETAILNTS <br />SEISMIC BRACE <br />FITTING <br />HANGER <br />ROD <br />1NTS <br />IDENTIFICATIONS PER SPECIFICATIONS. <br />PROVIDE EXTENSIONS AS REQUIRED TO MEET FIELD CONDITIONS. <br />DIMENSIONS 13"x19"x12" DEEP. <br />PRECAST CONCRETE BOTTOMLESS PULL BOX. MINIMUM OUTSIDE <br />BELOW BOX FOR DRAINAGE. <br />PROVIDE 12" MINIMUM DEPTH OF CRUSHED ROCK OR PEA GRAVEL <br />PROVIDE STEEL PLATE TRAFFIC BOLT DOWN COVER.) <br />REINFORCED BOLT DOWN CONCRETE COVER. (IN TRAFFIC AREAS <br />12 <br />" <br />15 <br />" <br />24 <br />" <br />18 <br />" <br /> <br />M <br />I <br />N <br />1 5 <br />3 <br />4 <br />1 <br />2 <br />3 <br />4 <br />5 <br />2 <br />CAST <br />CONCRETE <br />WITH LIFTING <br />HOLE <br />GROUND CLAMP `OZ' <br />TYPE GRC OR <br />APPROVED EQUIVALENT <br />FINISHED <br />GRADE <br />10" DIAMETER <br />CONCRETE PIPE <br />BELL END, <br />STANDARD LENGTH <br />4/O AWG <br />BARE <br />COPPER <br />GROUND <br />CONDUTCOR <br />SAND <br />BACKFILL <br />GROUND <br />ROD <br />3/4"X10'-0" <br />CAST METAL <br />"WHILE-IN-USE" WP <br />COVER (S) & GFCI <br />RECEPTACLE(S) <br />CAST METAL, 2-GANG, <br />NEMA 3R JUNCTION <br />BOX WITH THREADED <br />HUBS. <br />RIGID METAL CONDUIT <br />FOR SUPPORT PER <br />N.E.C. ART. 314 <br />RIGID METAL <br />CONDUIT FOR WIRING <br />SECTION "A-A" <br />CAST METAL <br />"WHILE-IN-USE" WP <br />COVER (S) & GFCI <br />RECEPTACLE(S) <br />RIGID METAL CONDUIT <br />FOR SUPPORT PER <br />N.E.C. ART. 314 <br />RIGID METAL <br />CONDUIT FOR <br />WIRING <br />ROOF <br />PENETRATION <br />AND CONDUIT <br />SUPPORT PER <br />SD260533-05 <br />CONDUIT CAP <br />OR PLUG <br />46 <br />0 <br /> <br />m <br />m <br />(1 <br />8 <br />" <br />) <br /> <br />M <br />A <br />X <br />35 <br />0 <br /> <br />m <br />m <br />(1 <br />2 <br />" <br />) <br /> <br />M <br />A <br />X <br />ELEVATION <br />2GROUND TEST WELL INSTALLATION NTS <br />3TYPICAL PRECAST 13"x19" JUNCTION BOX NTS <br />7TYPICAL FREESTANDING DISCONNECT NTS <br />8RECEPTACLE ROOF MOUNTING DETAILNTS <br />Scale <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />No.Description Date <br />AS NOTED <br />Engineering Corp <br />Mechanical Electrical Plumbing <br />1920 MAIN STREET, SUITE 820 <br />IRVINE, CA 92614 <br />TEL: 949.516.6480 <br />EFORPDERETS <br />I <br />G <br />ER RE <br />EN <br />IGNE <br />LANOISS <br />C A L I FORNIASTATEOF <br />LEC T R ICAL <br />EXP: 3-31-27 <br />EFORPDERETS <br />I <br />G <br />ER RE <br />EN <br />IGNE <br />LANOISS <br />C A L I FORNIASTATEOF <br />No. E21819 <br />E <br /> ALI S A FAIAN <br />90% CD 5/02/2024 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />625 S. CYPRESS <br />SANTA ANA, CA <br />Project number <br />Date <br />Drawn by TP/HH <br />23004 <br />1/15/2025 <br />PERMIT SET 5/17/2024 <br />BACK CHECK SET 1/15/2025 <br />BACK CHECK SET_V2 4/08/2025 <br />ELECTRICAL <br />DETAILS <br />E4.01