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WALL MOLDINGS (FIGURE 4) , Patrick C. GENERAL RECOMMENDATIONS WALL MOLDING (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A �a 8" MAX. ACM7 SEISMIC CLIP o REFERENCED SOURCES PER HIERARCHY: 2016 CBC (CALIFORNIA BUILDING HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE , AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND C-21492 CODE) SCREW ATTACHED (OPTIONAL) PERIMETER 4—WAY SEISMIC O THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE +-10° HANGER WIRE 0 EXPANSION JOINT CLIP-- 636). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-05) AND CEILINGS ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A % INCH JAN 31 202.1 ��" x ��" WALL MOLDING TEE 0AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION CISCA . ' ( ) CLEARANCE FROM THE WALL AND SHALL BE FREE TO SLIDE. �.��A. � w� PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR Date - THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. APPROVED METHOD). MIN. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. ONE SIDE OF SPLICE CAP CRIMPED THERE SHALL BE A MINIMUM 3/4 INCH CLEARANCE FROM THE END OF THE GRID TO ALLOW MOVEMENT ONLY ON ALL MAIN BEAMS ARE TO BE HEAVY DUTY HD FASTENER OPPOSITE END ( ) SYSTEM AT UN—ATTACHED WALLS. I hereby certify that this plan, specification, or report was 0 prepared by me or under my direct supervision and that I (I )AC C -----�0 _ o , . SPREADER BARS (FIGURE 4) am a duly Registered Architect under the laws of the ACM7 CLIP - - _ 0 WITHOUT EXCEEDING DEFALL CROSS TEES SHALL ECTION EQUAL TO1E CAPABLE OF GH I 1/360 OF ITS SPAN.GN LOAD SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING State of CALIFORNIA A5 NOT TO SCALE O • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING DEPARTMENT SHALL BE USED TO REVERT THE ENDS OF THE MAIN BEAMS AT Number C21492 Date ACM7 WALL 1" GAP BETWEEN O PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. FIELD CUT MAIN GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO This drawing is and will remain the property of the ATTACHMENT CLIP 0 PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. E MORE THE 4 LBS. PER SQUARE FOOT. architects and any reproduction or use for any but the TE specifically agreed upon purposes, without the prior CROSS TEE ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. written consent of the architects, is strictly prohibited. 8•, TEE—FACE SLEEVE INCHES. TWELVE GAUGE HANGER WIRE SPACED 4 FOOT ON CENTER FIGURE information contained in these drawings was prepared ( SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTION CROSS OR for the specific site listed below. Use of these drawings for MqX SEISMIC—CAT C 1). MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. any other location or project is strictly prohibited without prior written consent of the architects. 6 ACM —SEISMIC CLIP— FLOATING WALL CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. HANGER (SUSPENSION) WIRES (FIGURES 5A & 5B) ACM7 SEISMIC CLIP ° A5 NOT TO SCALE PERIMETER HANGER WIRE HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS SCREW ATTACHED (OPTIONAL) LATERAL FORCE BRACING (FIG. 2 &3� (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. (FIGURE 5B) x 7/8" WALL MOLDING 4—WAY SEISMIC _] ---T EXPANSION JOINT CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR 0 TEE CLIP FASTENERS • NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE • HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL GAUGE SPACED 5 FEET ON CENTER. o o FORCE BRACING REQUIREMENTS. Iri • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE O O O CAPABLE OF CARRYING NOT LESS THAN 100 LBS.. LATERAL FORCE BRACING IS THE USED OF VERTICAL STRUTS (COMPRESSION 8" MAX. POSTS) AND SPLAY WIRES (SEE FIGURE 2) • FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF MBA PROJECT MANANAGEMENT, LLC SEISMIC—CAT D— F CROSS TEEY CUT CROSS TEE CLIPS CARRYING 200 LBS.AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF IF CROSS TEES USED AND . LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET PERIMETER TR EATM ENT MAIN TEE END DETAIL IS INSERTED CARRYING 440 LBS. SHOT—IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR N5560 CTH ZM SUITE 3 2 +-10° HANGERWIRE3 INTO MAIN TEE AND NOT REQUIRED FOR CEILINGS LESS THAN 1,000 SQUARE FEET PROVIDED BRACING WIRES. ' A5 NOT TO SCALE /4 TYP. THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. Onalaska, WI. 54650 6 • BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN 608-785-2760 CELL: 507-458-8034 • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN SUCH AN MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS ATTACH SCREW THROUGH E—mail: mamb .tlmC� mail.com 1 10 ATC 4—WAY CLIP NO FARTHER THAN 6 FEET FROM WALLS. THAN 200 LBS.OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, P g EITHER TOP FASTENER WHICHEVER IS GRATER (FIGURE 6B). SPLAY WIRES ARE TO BE FOUR 12 GAUGE WIRES ATTACHED TO THE MAIN BEAM. OPENING (OPTIONAL) A5 NOT TO SCALE WIRES ARE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGLE NOT • POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE x WALL MOLDING 0 ATTACH SCREW THROUGH EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. LOADING. EITHER SIDE (OPTIONAL) 01 0 15 SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION TO SUSPENDED TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED _ _ 0 4 CEILING. WITH 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 & 5B). STABILIZER BAR L TEE ACM7 WALL RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. CLIENT'S ATTACHMENT CLIP • CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT ELECTRICAL FIXTURES STORE NUMBER SF-94 7/s REQUIRED TO HAVE LATERAL FORCE BRACING. 8 • LIGHT FIXTURES WEIGHING LESS THAN 10 LBS. SHALL HAVE ONE 12 GAUGE • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. CANDIES SEISMIC—CAT C AND THE STRUCTURE ABOVE. SEISMIC—CAT D, E, THIS WIRE MAY BE SLACK. J J S S F • LIGHT FIXTURES WEIGHING MORE THAN 10 LBS. AND LESS THAN 56 LBS. SHALL 2164 DANIELS STREET • THE VERTICAL STRUT MAY BE METAL STUDS OR A PROPRIETARY COMPRESSION 3 PERIMETER TREATMENT (2)PERIMETER TREATMENT—SEISMIC CLIP POST (SEE FIGURE 3). HAVE TWO 12 GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT A5 NOT TO SCALE FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. A5 NOT TO SCALE THIS DOCUMENT PROVIDES THE VARIOUS STANDARDS FOR THE INSTALLATION OF • LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY SUSPENSION SYSTEMS FOR ACOUSTICAL LAY—IN CEILINGS. INCORPORATION OF THIS DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FORM THE INTERNATIONAL BUILDING CODE (IBC) WITH REGARDS TO THE REQUIREMENTS FOR STRUCTURE ABOVE USING A 9 GAUGE WIRE OR AN APPROVED ALTERNATIVE MANTECA, CA 95336 SEISMIC DESIGN CATEGORY D FOR SUSPENDED CEILINGS AND RELATED ITEMS. SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT UNLESS SUPPORTED BY ENGINEERING OR APPROVED BY LOCAL BUILDING SUPPORT. 8" MAX. DEPARTMENT, THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, C AND F PER IBC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 0 o a +_10, PERIMETER MANUFACTURERS' RECOMMENDATIONS SHOULD BE FOLLOWED. MECHANICAL SERVICES D + u O O 4 O O O HANGER WIRE s TERMINAL OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HOLD DOWN HAVE TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM CLIP FASTENER HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. CR\H D E ED o WALL ANGLE K71SUSPENDED CEILING SEISMIC NOTES SEISMIC SEPARATION JOINTS (FIGURE 7) SUPPORT FASTENED TO A5 NOT TO SCALE 3423 S LA. CIENEGA BLVD. GRID FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE LOS ANGELES, CA 90016 PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING PH: 310/287-4616 D m SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT FAX: 310/842-4436 o + a o + CLEARANCE. 4 0 0 o o Q . THE LAYOUT AN LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER POP RIVET SEE'S CONTACT 7 THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC RICHARD ESCALANTE /s SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THESE DOCUMENT OR A PROPRIETARY JOINT. 310/ 287-4616 SEISMIC THE RAMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE PER THE DESIGNEROF Tim R. Benson 4 ELEVATION CHANGE SEISMIC—CAT D— F ARCHITECT'S PROJECT MANAGER A5 NOT TO SCALE (IBC CATEGORIES D,E,F) 8 PERIMETER TR EATM ENT SPECIAL INSPECTIONS 608/ 785-2760 A5.1 NOT TO SCALE SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR L MUNICIPALITY. CONTACT THE LOCAL BUILDING DEPARTMENT. o SPRINKLERS ° °0 4—WAY SEISMIC EXPANSION JOINT FOR CEILINGS WITH OUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL date 2 a o> CLIP • comments HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING AS 07/03/20 O FIELD CUT MAIN TEE TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL BUILT CROSS TEE FASTENER MAIN TEE DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE PRELIM MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. REVIEW 08/03/20 O O 0 0 ® o + o BIDPERMIT 08/10/20 O O O O O O �O O O LTEE—FACE SLEEVE ONE SIDE OF SPLICE CAP CRIMPED 1" MIN. TO ALLOW MOVEMENT ONLY ON OPPOSITE END TYP. 9 EXPANSION JOINT CLIP drawn by: checked by: LIGHTING FIXTURE A5 NOT TO SCALE TRB TRB SEISMIC CLIP THIS SHEET CONTAINS: SEISMIC DETAILS #8 x Y4" SHEET METAL SCREW (BY OTHERS) TEE SEISMIC—CAT C, D, E, F 5 TYPE G FIXTURE A5 NOT TO SCALE (IBC CATEGORIES C,D,E,F) ARCHITECT'S COMMISSION NUMBER 20 - 1010 ° 008