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8 A ISSUED <br /> THE PARTITION-TYPE DESIGNATION E OPTION FOR <br /> WALL-TYPE DESIGNATION IS A THREE- C1 E5 PARTIAL-HT DATE; <br /> UNIT CODE THAT INDICATES THE A3.1 A3.1 FRAMING,WITH a <br /> p 3 u CONFIGURATION,CONSTRUCTION AND BRACING PERMIT SET <br /> INSULATION OF THE PARTITION AS FOLLOWS: i' X 3'ANGLE z FASTEN BRACE TO ANGLE OCT 8,2023 <br /> TO TRA z AND ANGLE TO TRACK <br /> C 1 a E MINIMUM <br /> INSULATION(PER THIS DETAIL,BELOW) - BRACE WITH 4X20 GA MET%F2 <br /> CE PER b WITH SCREWS AS NECESSARY <br /> CONSTRUCTION OF PARTITION/WALL STUDS AT 4'-0'MAXIMUMT RIGHT <br /> ON VERTICAL CONFlGURAITON OF PARTITION/WALL (ALTOERNATE DIRECTION MINIMUM TRACK <br /> BRACES ALONG LENGTHREPORT 5344) <br /> OF WALL WHERE POSSIBLE) <br /> PARTTTION/WALL SYMBOLOGY <br /> NO INSULATION _ METAL STUDS CUT o 0 <br /> 1/2'SHORT FOR $ Q <br /> 1/2°DEFLECTION z � <br /> BATT ACOUSTICAL a <br /> FINISH MATERIALS VARY <br /> INSULATION to <br /> C9 <br /> A3.1 <br /> t BATT THERMAL <br /> INSULATION n <br /> INSULATION DESIGNATION <br /> O SECTION ACROSS PARTITION SE N ACROSS BRACING <br /> O <br /> NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE. B CTIO <br /> �PARTITION-TYPE LEGEND PARTITION TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE <br /> L NO SCALE L J NO SCALE L J 3'=1'-O' <br /> Z <br /> C� <br /> W E <br /> 5/8'GYPSUM BOARD GYPSUM BOARD C) O <br /> EACH SIDE 5/8" = METAL STUDS c� <br /> o (PER ES REPORT 4943P), o <br /> METAL STUDS <br /> METAL STUDS MAXIMUM HEIGHT 20'-0 �_ <br /> FINISH MATERIALS VARY <br /> (MAXIMUM WEIGHT EQUAL TO M <br /> F �+ca 2 LAYERS GYPSUM BOARD EACH <br /> INSULATION �� SIDE PLUS APPLIED FINISHES) <br /> :'l,;;'r >:,•..:.,.. IF NOTED <br /> ..:......... :>:; pp VI <br /> IFSNOTEDDN <br /> .:,.:.,::,.:.: ..::.,:.... ..dk�:F:�:,•:. He <br /> F a FASTENERS AS NECESSARY 4 <br /> 5�a SHALLBEAHILTIpTED( FASTENERS <br /> PER ES z <br /> x g F i REPORT 2388) Q ,o <br /> AT POST-TENSIONED CONCRETE, w <br /> a F F q MAXIMUM EMBED SHALL BE 3/4 <br /> Q Z <br /> w xs <br /> xg� ♦� N Leo yb, 3 5/8"X 20 GA METAL STUDS AT 16'OC 3 5/8'X 20 GA METAL STUDS AT 16'OC m ILIVA <br /> qq a <br /> Yi p HV � 6'X 20 GA METAL STUDS AT 16'OC 6°X 20 GA METAL STUDS AT 16"DC <br /> PARTITION BRACE 87 <br /> PARTITION-TO-FLOOR <br /> TO STRUCTURE PARTITION C� CONNECTION <br /> NO SCALE <br /> Q <br /> WIRE LOOPED TO EXISTING ROOF JOIST PANEL TOP POINTS AIR TERMINALS AND SERVICES <br /> OR WELD TO ROOF JOIST TOP CHORD WEIGHING BETWEEN 20 AND 56 POUNDS <br /> SHALL BE CONNECTED TO STRUCTURE ABOVE, Q r O <br /> BY TWO 12 GAGE TAUT OR SLACK WIRES W <br /> <0') <br /> m O Q <br /> WHERE HANGER W1RE5 m <br /> ARE MORE THAN 1:6 THAN G FIXTURES WEIGHING LESS FOUR GR GAGE NIMUM WIRES SPLAYED Z H <br /> 12 GAGE MINIMUM OUT-OF-PLUMB,PROVIDE THAN 56 POUNDS SHALL BE CONNECTED ' 90 DEGREES(IN N)FROM EACH Z <br /> TO STRUCTURE ABOVE,BY TWO 12 OTHER.EACH END EACH WIRE TO w <br /> HANGER WIRE AT EACH 12 GAGE MINIMUM HANGER WIRES COUNTER-SLOPING WIRE GAGE TAUT OR SLACK WIRES BE LOOPED AND WRAP D AROUND cV CC <br /> PERIMETER MAIN TEE AT 4'-0'OC EACH DIRECTION- ITSELF 4 TIMES MINIMUM O L�.I <br /> AND PERIMETER CROSS TEE NO MORE THAN 1:6 000 PENDENT-HUNG LIGHT FIXTURES AND w <br /> STABILIZER BAR TO OUT-OF-PLUMB,TYPICAL ALL OTHER LIGHT FIXTURES,AIR COMPRESSION STRUT- <br /> MAINTAIN PERIMETER TRAPEZE AS NECESSARY TERMINALS AND SERVICES WEIGHING 4'X20 GA BACK TO BACK DOUBLE STUDS W <br /> TEE SPACING TO AVOID OBSTRUCTIONS MORE THAN 56 POUNDS SHALL BE WITH SPREAD BARS OF HSS4X4X1 OR <br /> SUPPORTED DIRECTLY FROM STRUCTURAL SPANNING BETWEEN ROOF JOIST TOP CHORDS <br /> MAIN TEE OR CROSS TEE WIRE LOOPED AND WRAPPED MAINTAIN HANGER WIRE FRAMING,MASONRY,OR CONCRETE m(SUSPENSION SYSTEM) AROUND ITSELF 3 TIMES MINIMUM SPACING AND CAPACITY USING APPROVED HANGERS <br /> HEAVY DUTY AT EACH END OF HANGER WIRE BELOW OBSTRUCTION <br /> 2' ACOUSTICAL CEILING PANELS <br /> UGHTING FIXTURES, <br /> 8' AX AIR TERMINALS,AND SERVICES LOCATE BRACING AT 12'-0'OC BRACING WIRES WITHIN <br /> COMPLY W11H ADDITIONAL PRONSIONS SHALL BE POSITIVELY ATTACHED EACH DIRECTION AND WITHIN J. <br /> OF CROSS TEE <br /> OF ASTM 6.35 TO THE COUNG SYSTEM 6'-0'OF PERIMETER PARTITIONS <br /> COMPRESSION STRUTS WITHIN <br /> OF BRACING WIRES <br /> OPERIMETER SUPPORT O GENERAL SUPPORT ©LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LATERAL BRACING <br /> DETAILS <br /> TA INSLLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC HIGH SEISMIC AREASOF SUSPENDED ACOUSTICAL CEILING SYSTEMS IN IBC HIGH SEISMIC AREAS <br /> I'S NO SCALE FILE 2320 <br /> A-3,1 <br />