Laserfiche WebLink
LOVISE CRAVER <br /> ARCHI'TECT' <br /> 604 COURTLAND STREET <br /> SUITE 100 ' <br /> ICBO#2244 EQUAL ORLANDO, FLORIDA 32804 <br /> PH 407.645.5008 <br /> FX 407.629,9124 <br /> T CLIP <br /> (MEC NICALLY FASTENED) 1"QJ EMT- RUN TIGHT T STRUCTURE <br /> � Digitally signed SEAL: <br /> ABOVE 4'-0" MAX. F 1/2"f�) <br /> � �� by Louise K ,��� � _ <br /> FtEtalo I ERF� <br /> 12 GA. RTICAL HANGER WIRE Craver � ��GE������ <br /> � CO RESSION STRUT REQUIRED @ EACH ; <br /> J ISMIC RESTRAINT 12'-0" O.C. EACH WAY Date. � - <br /> SPRING CLIP Z AND WITHIN 6'-0" OF EACH WALL 2018. � 2.�7 ����v� ���f�����r����r� > <br /> � <br /> `t 1 1/4°ft7 EMT- BUTT TIGHT TO 1 5/8" METAL 08.50. � 4,-�5���� <br /> BULB CLIP JOIST FRAMING ' <br /> (MECHANICALLY FASTENED) <br /> DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- <br /> NUT AFTER CEILING SYSTEM IS LEVELED <br /> SUSPENDED CEILING DETAIL <br /> 5 <br /> � �, <br /> ��So <br /> �9 <br /> SECURE SUPPORT WIRES TO ' <br /> STRUCTURALSTEELMEMBERS <br /> 7/8" CH NE U 16" ABOVE - NOT TO ROOF DECK <br /> O.C. -SECURE TO 1 � <br /> METAL J015T FRAMING WIT <br /> MIN. 8 GA. WIRE X c�„a � � <br /> � <br /> � HANGER WIRE <br /> �,, ----�-i - <br /> TOP CLIP �� 1 5/8"x 16 GA. METAL JOIST �i, I <br /> FRAMING @ 48" O.C. i I <br /> �� 2 (4)-12 GA. SPLAYING WIRES - SPLAYED 90° FROM 'i I <br /> SPRING CLIP �q�- EACH OTHER AND 45° (MAX.) FROM CEILING PLANE i I <br /> ATTACHMENT NOTE: L/R=RATIO NOT EXCEED 200 I - <br /> HOLES I � � <br /> � I <br /> I I • <br /> � <br /> COMPRESSION PO ' i ' <br /> " i I � <br /> _ I I II <br /> � <br /> SUSPENDED CEILING DETAIL I I <br /> ; <br /> � <br /> � <br /> i <br /> i <br /> i <br /> -�-- -- - - . <br /> I <br /> I ' <br /> i j <br /> GYP. �OARD SUSPENDED CEILIN� SYSTEM - SEISMIC <br /> 1 1/4" = 1'-0" }' <br /> �j M <br /> � z N � . <br /> W � op <br /> � � � . <br /> W � <br /> SPLICES AND INTERSECTIONS OF RUNNERS SHALL O Qo' Q o , <br /> BE ATTACHED WITH MECHANICAL INTERLOCKING �""" (� � Z <br /> �- <br /> SEISMIC LOCKING PIN CONNECTORS SUCH AS POP RIVETS, SCREWS, � � � <br /> PINS, PLATES WITH BENT TABS, OR OTHER U') uJ F- � : <br /> APPROVED CONNECTORS FOR 2X DESIGN LOAD F-" > I� a <br /> , OR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 1 "� EMT- RUN TIGHT TO STRUCTURE � W � ¢ <br /> 60 LBS.) ABOVE (4'-0" MAX. FOR 1/2"�) r' °- <br /> � COMPRESSION STRUTS (� N � W <br /> � `� 12 GA. VERTICAL HANGER WIRE SHOULD EXTEND FROM r' > z <br /> � `� COMPRESSION STRUT REQUIRED @ EACH THE T-BAR GRID TO THE � � � <br /> � \��� REFER TO REFLECTED CEILING PLAN SEISMIC RESTRAINT 12'-0" O.C. EACH WAY STRUCTURE ABOVE AND BE � <br /> FOR FIXED AND FREE SIDES AND WITHIN 6'-0" OF EACH WALL FASTENED AT BOTH ENDS. � � N <br /> � � � <br /> � � N � <br /> VERTICAL- 12 GA.HANGER WIRE @ 4'-0" O.C. Q <br /> MAIN RUNNER � � -- - <br /> CROSS TEE 1 1/4"� EMT- BUTT TIGHT TO 1 5/8" METAL <br /> � JOIST FRAMING o Z : <br /> � <br /> LOCKING CLIP TO FASTEN CROSS TEE TO ¢ DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- � o � <br /> MAINTAIN RUNNER � NUTAFTER CEILING SYSTEM IS LEVELED � � o m <br /> . � Cl Q w Q <br /> J F" <br /> • SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS Q O <br /> ABOVE - NOT TO ROOF DECK � ~ <br /> • WIRES MORE THAN 1 IN 6 OUT-OF-PLUMB ARE NOT ALLOWED -- �— <br /> UNLESS COUNTER SLOPING WIRES ARE PROVIDED. <br /> • OBSTRUCTIONS TO DIRECT SUSPENSION: i � <br /> �• A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED. � - <br /> o• FOR TRAPEZE SPANS OVER 48" - USE BACK-TO-BACK 1 1/4" � <br /> ��P�� �sr COLD-ROLLED CHANNELS (OR EQUIVALENT) MIN. � m o <br /> �9 � Q Z ' <br /> W � w � . <br /> J II <br /> N <br /> (� � (A i <br /> � .� -- -- — -- <br /> 2°� x� (3)TURNS MIN. IN 1 1/2" (TYPICAL) � <br /> q � X U � <br /> , �' � Z �1.J � p <br /> � � C� O � <br /> 9(4)-12 GA. SPLAYING WIRES -SPLAYED 90° FROM � (� � � <br /> NOT TO EXCEED 6'-0" EACH OTHER AND 45° FROM CEILING PLANE W Z � � <br /> MAIN RUNNER (SPACED 12'-0" O.C. IN BOTH DIRECTIONS - FIRST O � � � O N , <br /> H A N G E R W I R E POINT STARTS WITHIN 6'-0" FROM EACH WALL.) � � � � � <br /> 3/4" FREE SLIDE CROSS TEE (� Q m W (� � <br /> (0" FIXED SIDE) —� � J � � : <br /> , SPLAY BRACE WIRE � a- 0 -� m � <br /> 8" (MAX.) OR 1/4 LENGTH OF DIST. ONT. HORIZ. STRUT TO � [� w Z � Z <br /> PREVENT SPREADING Q � Q J O <br /> FIRST MAIN OF RUNNERS. (SECURE � F- � �'_ Q = <br /> TEE TO CLOSURE TRIM m (n d' U� U � <br /> ON FIXED SIDE, DO NOT <br /> CROSS TEE SECURE TEE TO <br /> ;�(OR MAIN RUNNER) CLOSURE TRIM ON �REE <br /> MAIN RUNNER(OR CROSS TEE) SIDE) �1�____\\_�r J <br /> U <br /> ACOUSTICAL PANEL HANGER WIRE ALLOWABLE TENSION \ ��� ��� � � <br /> 2" CLOSURE TRIM � �� <br /> #12 170 Ibs.4'-0"o.c. max. --' _ ��� o <br /> SUSPENDED CEILING DETAIL AT WALL #10 300 Ibs. 5'-0"o.c. max. � � ��- � <br /> �--- <br /> NOTE: L/R RATIO NOT EXCEED 200 i��`�� � �� � � <br /> � � C� C� 1� '_ c� <br /> I I n m 1 <br /> �- -� ��� I <br /> SHEET: <br /> 2 LAY-IN SUSPENDED CEILING SYSTEIVI - SEISIVIIC � <br /> 1/4" 1'-0" � � <br />