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�.. , <br /> � <br /> � <br /> � <br /> N <br /> � <br /> � UNATTACHED AT WALL T <br /> rn TO STRUCTURE OR TWO FIXTURE HANGING WIRES AT <br /> N - SEISMIC JOINT � OPPOSITE CORNERS SECURED TO <br /> n u u u u u u FOR CEILING HEIGHTS, SEE STRUCTURE <br /> � TYPICAL GRID REFLECTED CEILING PLAN <br /> 8 STRUCTURE 6 9A � COMPRESSION POSTAT <br /> 8"MAX <br /> 5 TWO(2) MAIN RUNNER 12 FEET OC EACH WAY <br /> 4 9B - �- METAL FRAMING UP TO LIGHT CLIPS AT <br /> p STRUCTURE ABOVE OPPOSITE CORNERS <br /> w <br /> 3 13 9A � 11 � <br /> 2 - SUSPENDED ACT SYSTEM <br /> a � , <br /> 0 0 o Q i <br /> � o <br /> 2". 12 � 4'-0". � 4'-0". � v <br /> J <br /> � <br /> 6'-0"MAX LATERAL BRACE AT 12'-0"OC MAX � w <br /> GRID SYSTEM REQUIREMENTS 2,500 SQ FT Q °C � <br /> o O � � <br /> - GRID SYSTEM RATING: HEAVY DUTY. M� _ � <br /> Q G :�_ � HANGER WIRE AT 45 <br /> - DESIGN REQUIREMENTS: CEILINGS MUST BE DESIGNED PER 2012 IBC FOR SEISMIC Q � Z REVEAL DEGREES FOUR WAYS 6720 SW MACADAM AVENUE, SUITE 100 <br /> CATEGORIES D, E, &F,ASCE 7-02,AND CISCA RECOMMENDATIONS FOR SEISMIC � � � - WOOD CEILING SYSTEM - P O R T L A N D, O R 9 7 2 1 9 <br /> ZONES 3&4. � <br /> a�' UPTURNED END PANEL SAFETY WIRE ATTACHED TO T 503.245.7100 <br /> INSTALLATION: II :��������;��. '� <br /> �'"' CEILING GRID FIXTURE <br /> 1O MAIN RUNNERS:4 FEET OC, SUPPORTED WITH NO. 12 GA WIRES AT 4 FEET OC(OR ' HOUSING WRAPPED AROUND MAIN RUNNER 1505 5TH AVE,SUITE 300 <br /> NO. 10 GA WIRES AT 5 FEET OC). HANGER ATTACHMENT TO BE DESIGNED TO ; WOOD CEILING SYSTEM ANGLE FIXTURE HANGING WIRE MIN. SEATTLE,WA 98101 <br /> SUPPORT NOT LESS THAN 200 POUNDS. FOUR TIMES. SECURE AT T 206.576.1600 <br /> SUSPENDED LINEAR WOOD DIAGONAL CORNERS NOT <br /> 2O CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CEILING SYSTEM CONTAINING MAIN RUNNER CROSS RUNNER 1014 HOWARD STREET <br /> CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS PARTITION TYPE SAN FRANCISCO, CA 94103 <br /> LIGHT CLIPS TYPICAL BRACING CONNECTION <br /> TO UNDERSIDE WOOD CEILING SYSTEM CLIP NOTE: T 415.252.7063 <br /> O3 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. ., ATTACHED - OF GRID DOES REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LE55. LIGHT FIXTURES �O ANKROM MOISAN ARCHITECTS, INC. <br /> NOT EFFECT 2,500 WOOD CEILING LINEAR PLANK WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM <br /> 4O GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 SF MAX AREA <br /> INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR(4)-NO. 12 GA WIRES STRUCTURE <br /> SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN �� �� � <br /> ��„ . <br /> ATAN ANGLE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.) BRACE AT 12 ' <br /> ; <br /> TYP SUSPENDED CLG SYSTEM PLAN WOOD CEILING TO ACT CLG RECESSED LIGHT FIXTURE BRACE 9 <br /> FEET OC EACH WAY. . ' � <br /> O5 COMPRESSION STRUTAT EACH LATERAL GRID BRACING LOCATION. STRUTTO BE <br /> ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, 1/4"= 1'-0" 3"= 1'-0" 1 1/2" = 1'-0" <br /> SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH <br /> SUSPENSION SYSTEM. <br /> OSYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE <br /> HANGERS. �;�' � � � � �� � � � � <br /> O7 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE <br /> TRAPEZE OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 NO. 12 GAUGE SUPPORT — COMPRESSION POSTAT <br /> INCHES TO BE MINIMUM OF BACK-TO-BACK 1-1/41NCH COLD ROLLED CHANNELS. WIRE AT45 DEGREES � 17_ FEET OC EACH WAY <br /> O8 EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS FOUR WAYS �S° <br /> MINIMUM. <br /> �`� � FOR CEILING HEIGHTS, SEE <br /> Og LIGHT FIXTURE SUPPORT: � REFLECTED CEILING PLAN � <br /> 0 � <br /> A. WITH SUSPENSION SYSTEMS, NO. 12 GA HANGERS TO BE ATTACHED TO GRID MEMBERS Q � �� ;_� W <br /> WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE 3/4"CLEAR AT - � <br /> COMMON WIRES. UNRESTRAINED END, ��'M � �'�'� � <br /> LIGHT FIXTURES WEIGHING LESS THAN 56 LBS RE UIRE 2 NO. 12 GA SLACK WIRES EACH DIRECTION � � B I <br /> B. Q c � o � � W <br /> FROM FIXTURE HOUSING TO STRUCTURE ABOVE. � <br /> C. LIGHT FIXTURES IN EXCESS OF 56 LBS TO BE SUPPORTED DIRECTLY FROM STRUCTURE � 0 i <br /> ABOVE,WIRES MUST BE TAUT. 7/8" CLOSURE ANGLE p I o 0 0 0 0 0 � <br /> D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE FASTEN TO STUDS ---` � - i , � <br /> TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. m � -- ,:-, <br /> \ ° " NO. 12 GAUGE PERIMETER � J <br /> 10 INTERIOR PARTITION WALLS EXTENDING TO GRID THAT DO NOT ALIGN WITH 4-WAY ` �� HANGER WIRE � � I _ Q <br /> BRACING OF GRID MUST HAVE THEIR OWN LATERAL WALL BRACING. � �o o CROSS RUNNER �- MAIN RUNNER SUSPENDED ACOUSTICAL W <br /> MAIN RUNNER CEILING SYSTEM <br /> 11 PROVIDE SEISMICJOINTS WHERE CEILING AREA EXCEEDS 2,500 SF OR PROVIDE -�\, / � � o � i <br /> FULL HEIGHT PARTITION. ��8 /� L SEISMIC CLIP � ° o MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS �' �- <br /> e EMT CONDUIT I WALL ANGLE W Q <br /> 12 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING PER ES REPORT Q �p � � J � M� <br /> SYSTEM, (2)SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT � °� 1/2" EMT CONDUIT UP TO 5'-10" - - - - � <br /> SIDES TO BE UNATTACHED. � � � 3/4" EMT CONDUIT UP TO 7'-8" O W � <br /> ° 1" EMT CONDUIT UP TO 9'-9" = w � W <br /> 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH ° B � Q � <br /> OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN INSTALL SUSPENDED CEILING � METAL STUD � � ? <br /> ALL HORIZONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND SYSTEM PER ES REPORT ESR-1308 SINGLE 1 5/8" METAL STUD (20 GAUGE) UP TO 12'-0" GYPSUM BOARD CORNER W W <br /> PENETRATIONS WITH FLEXIBLE HEAD CONNECTION. BACK TO BACK 1 5/8" METAL STUD(20 GAUGE) UP TO 15'-0" B�� W � Ll- <br /> SINGLE 2 1/2" METAL STUD (20 GAUGE) UP TO 13'-6" GYPSUM BOARD CEILING ON W O <br /> BACKTO BACK 2 1/2" METAL STUD (25 GAUGE) UP TO 15'-0" METAL STUD FRAMING W � ; � <br /> � � w � <br /> IBC CEILING NOTES PERIMETER SUPPORT FOR SUSPENDED CLG GRID LATERAL FORCE BRACE CLG GYP TO ACT DETAIL <br /> 1 1/2"= 1'-0" 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" <br /> REVISION DATE REASON FOR ISSUE <br /> 1 i 08/16/19 PERMIT SET <br /> 10715 � <br /> REGI S'�'ERED <br /> AR�HITECT <br /> 0 <br /> I�V� <br /> � ; <br /> � MOLL W4 F <br /> ` S�'ATE �F WA�HZNGTQN <br /> > <br /> 0 <br /> � <br /> rn <br /> � <br /> � <br /> � STAN DARD CE I LI N G <br /> � <br /> v <br /> � D ETAI LS <br /> v <br /> > <br /> w <br /> s <br /> � <br /> � <br /> � <br /> = PERM IT SET <br /> � <br /> 0 <br /> s <br /> � <br /> � <br /> v <br /> > <br /> � <br /> � <br /> 0 <br /> � DATE REVISION <br /> � 08/16/19 1 <br /> � <br /> � <br /> � PROJECT NUMBER % " `°" i <br /> �° 181950 <br /> a <br /> � <br /> > SCALE � ���� <br /> v <br /> � As indicated �I��" ��"��''y '�"' <br /> � <br /> ��(�������,�� i;� <br />