Laserfiche WebLink
DOOR JAMB DETAIL <br />DOOR HEAD DETAIL <br />3-5/8" 25 GA. METAL STUD <br />DIAGONAL BRACING AT 45 <br />DEGREES AT 8'-0" O.C. <br />STAGGERED SIDES AT 4'-0" <br />SPANS ATTACHED W/2 #8 X <br />1-1/4" SCREW. ANCHOR TO 25 <br />GA. METAL CAP AT UNDERSIDE <br />OF STRUCTURE ABOVE. <br />FASTEN TO TOP TRACK AT 12" <br />O.C. ANGLE METAL SYSTEMS <br />(ESR-3064) WITH (2) #8 1-1/4" <br />SCREWS. <br />FINISHED CEILING WHERE <br />OCCURS, SEE RCP. <br />DOOR PER SCHEDULE <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br />VA <br />R <br />I <br />E <br />S <br />4" <br />MIN.DOOR PER SCHEDULE <br />DOUBLE STUDS AT STRIKE JAMB <br />PARTITION PER CONSTRUCTION <br />PLAN. <br />FACE OF WALL, WHERE OCCURS. <br />DOOR FRAME PER SCHEDULE <br />DOOR HEAD DETAIL <br />1"1" <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />SE <br />E <br /> <br />R <br />C <br />P <br />VA <br />R <br />I <br />E <br />S <br />INSULATION WHERE OCCURS. <br />DOUBLE STUD <br />5/8" TYPE 'X' GYPSUM BOARD EACH <br />SIDE OVER METAL STUD. SEE STUD <br />TABLE FOR SIZE AND SPACING. <br />DOOR FRAME PER SCHEDULE <br />DOOR PER SCHEDULE <br />GLAZING AT SILL (JAMB SIM.) <br />PARTITION PER SCHEDULE <br />REFER TO 'DOOR TYPES' OR ELEVATION <br />FOR GLASS THICKNESS <br />HEADER <br />WESTERN INTEGRATED 1" TRIM, PART <br />NO 302** **WHERE WOOD FLOORING IS <br />PROPOSED - USE FLUSH TRIM PART NO. <br />304 ALL (4) SIDES. <br />WESTERN INTEGRATED ALUMINUM <br />GLAZING HEADER. ATTACH PER MFR <br />TEMPERED GLAZING WHERE REQUIRED <br />WESTERN INTEGRATED ALUMINUM <br />GLAZING HEADER. ATTACH PER MFR <br />DOUBLE BACK-TO-BACK METAL STUDS. <br />DOUBLE BACK-TO-BACK METAL STUDS. <br />LOOSE SCREW <br />WALL CONNECTION ANCHOR TO <br />STRUCTURE <br />ACOUSTIC CLG. PANEL <br />WALL MOLDING <br />ICC REPORT ESR-1308 <br />MINIMUM 7/8" <br />BERC2 CLIP WITH 3/4" <br />ICC REPORT ESR-1308 <br />FACE OF FINISHED WALL <br />WALL ANGLE <br />"UNATTACHED WALL" <br />ARMSTRONG BERC2 <br />ICC-ESR-1308 <br />OR <br />"UNATTACHED WALL" <br />OR <br />"UNATTACHED WALL" <br />CHICAGO METALLIC <br />ICC-ESR-2631 <br />TIGHT SCREW <br />BERC2 CLIP WITH 3/4" <br />ICC REPORT ESR-1308 <br />"ATTACHED WALL" <br />ARMSTRONG BERC2 <br />ICC-ESR-1308 <br />OR <br />"ATTACHED WALL" <br />USG DONN <br />OR <br />"ATTACHED WALL" <br />CHICAGO METALLIC <br />ICC-ESR-2631 <br />ACOUSTIC CLG. PANEL <br />ICC-ESR 1222 <br />SEISMIC CLIP SYSTEM ANCHOR <br />TO WALL OR SOFFIT BY #6 <br />SCREWS AT 24" O.C. <br />MINIMUM 7/8" WALL <br />MOLDING ICC <br />REPORT ESR-1308 <br />PERIMETER HANGER WIRE AT <br />ALL MAIN RUNNERS AND <br />CROSS TEES. <br />SEISMIC CLIP SYSTEM <br />ANCHOR TO WALL OR SOFFIT <br />BY #6 SCREWS AT 24" O.C. <br />PERIMETER HANGER WIRE AT <br />ALL MAIN RUNNERS AND <br />CROSS TEES. <br />UNATTACHED CLOSURE ANGLE ATTACHED CLOSURE ANGLE <br />3/4" <br />8" MAX. OR NOTE #1 <br />3/4" <br />8" MAX. <br />USG DONN <br />ICC-ESR 1222 <br />2' o.c. <br />Unattached Wall <br />Attached Wall <br />Un <br />a <br />t <br />t <br />a <br />c <br />h <br />e <br />d <br /> <br />W <br />a <br />l <br />l <br />B or P <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />B <br />BBB <br />UNATTACHED <br />WALL <br />ATTACHED <br />WALL <br />B or P B or P <br />1-1/2" TOTAL <br />TRAVEL <br />OPTIONAL <br />3 <br />4" <br />7 8" <br />8" MAX. <br />8" MAX. <br />7 8" <br />8" MAX. <br />7 8" <br />ATTACHED <br />WALL <br />POP RIVET <br />SCREW TIGHTENED THROUGH MAIN <br />RUNNER WEB RESTRICTING <br />SEPARATION FRM WALL MOLDING <br />BERC2 CLIPS OR POP RIVETS <br />ARMSTRONG BERC2 CLIP SEISMIC DETAILS - ESR-1308 <br />3 4" <br />HORIZONTAL SEISMIC SLOT <br />SEISMIC JOINT CLIP <br />ARMSTRONG SEISMIC JOINT CLIP <br />SYSTEM WORKS WITH ARMSTRONG <br />15/16" & 9/16" GRID SYSTEMS. <br />(PRELUDE, SUPRAFINE AND <br />SILHOUETTE.) <br />MAIN BEAM: SJMR <br />CRESS TEE: SJCG <br />SILHOUETTE ADN INTERLUDE <br />CROSS TEE: SJCSI <br />ICC ESR-1308 <br />USG DONN <br />ICC ESR-1222 <br />CHICAGO METALIC <br />SST <br />ICC ESR-2361 <br />OR <br />OR <br />SEISMIC JOINT CLIP <br />TWO PIECE UNIT W/ <br />SLOTS <br />VERTICAL POSITIONING <br />STAMP (ARMSTRONG <br />'SJCG' SHOWN <br />CEILING SYSTEM DESIGN TO FOLLOW AND COMPLY WITH CBC SECTION 808 AND SEISMIC DESIGN PER ASCE 7-16, <br />CHAPTER 13: 13.5.6.2.2 <br />1.FIXTURES INSTALLED IN CEILING SYSTEMS SHALL BE MOUNTED IN SUCH A MANNER THAT WILL NOT COMPROMISE <br />CEILING PERFORMANCE. <br />2.FIXTURES SHALL BE SUPPORTED BY SUPPLEMENTAL HANGERS WHEN THE WEIGHT EXCEEDS THE DEFLECTION <br />CAPABILITY. HANGERS WILL BE WITHIN 6" OF EACH CORNER OR THE FIXTURES SHALL BE SUPPORTED <br />INDEPENDENTLY. DO NOT ECCENTRICALLY LOAD MAIN OR CROSS RUNNERS. SUPPORTING RUNNERS SHALL NEVER <br />BE ALLOWED TO ROTATE MORE THAN 2° AFTER THE LOAD IS IMPOSED. <br />3.CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL CONFORM WITH CH. 16 PART 111 <br />OF THE CBC. CEILING SYSTEMS SHALL BE DESIGNED AND INSTALLED FOR A LATERAL FORCE OF 100% OF THE <br />WEIGHT OF THE FIXTURE IN ADDITION TO THE VERTICAL LOAD. <br />4.ELECTRICAL <br />a.FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A <br />CAPACITY OF 100% OF THE LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. <br />b.FOR INTERMEDIATE SYSTEMS NO 12 GAUGE HANGERS SHALL BE ATTACHED TO GRID MEMBERS WITHIN 3" OF <br />EACH CORNER OF THE FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. <br />c.LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO REQUIREMENTS (2) NO. 12 <br />GAUGE HANGERS CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY SLACK. <br />d.LIGHT FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE <br />ABOVE BY APPROVED HANGERS. <br />e.PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH NO. 9 GAUGE <br />WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT THE USE OF THE CEILING SYSTEM FOR DIRECT SUPPORT. <br />5.MECHANICAL <br />f.CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY <br />ATTACHED TO THE CEILING SYSTEM MAIN RUNNERS OR TO CROSS RUNNERS OF THE SAME CARRYING <br />CAPACITY AS THE MAIN RUNNERS. <br />g.TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS SHALL HAVE IN ADDITION <br />TO THE ABOVE NOTED (2) NO. 12 GAUGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE <br />CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. <br />h.TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE <br />STRUCTURE ABOVE BY APPROVED HANGERS. <br />6.LIGHTING AND MECHANICAL FIXTURES MUST BE SUPPORTED BY ADDITIONAL INDEPENDENT NO. 12 GAUGE WIRES <br />ATTACHED TO EACH CORNER OF THE FIXTURES. <br />PER ASCE 7-16 CHAPTER 13, SEISMIC DESIGN CATAGORIES D-F <br />7.A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. <br />8.ACCOUSTICAL TILE OR LAY-IN PANEL CEILINGS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E, <br />AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580. <br />SECTION 5 - SEISMIC DESIGN CATEGORIES D, E, AND F AS MODIFIED BY THIS SECTION. ACCOUSTICAL LAY-IN PANEL <br />CEILINGS SHALL ALSO COMPLY WITH THE FOLLOWING: <br /> a. THE WIDTH OF TE PERIMETER SUPPORTING CLOSURE ANGLE OR CHANNEL SHALL BE NOT <br />LESS THAN 2" (50MM) UNLESS QUALIFIED PERIMETER SUPPORTING CLIPS ARE USED. CLOSURE <br />ANGLES OR CHANNELS SHALL BE SCREWED OR OTHERWISE POSITIVELY ATTACHED TO WALL <br />STUDS OR OTHER SUPPORTING STRUCTURES. PERIMETER SUPPORTING CLIPS SHALL BE <br />ATTACHED TO THE SUPPORTING CLOSURE ANGLE OR CHANNEL WITH A MINIMUM OF TWO <br />SCREWS PER CLIP AND SHALL BE INSTALLED AROUND THE ENTIRE CEILING PERIMETER. IN <br />EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING SHALL BE ATTACHED <br />TO THE CLOSURE ANGLE, CHANNEL, OR PERIMETER SUPPORTING CLIP. THE OTHTER END <br />CEILING GRID IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.75" (19MM) <br />CLEARANCE FROM THE WALL SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE, <br />CHANNEL, OR PERIMETER SUPPORTING CLIP. <br />9.FOR CEILING AREAS EXCEEDING 1,000 SQ. FT., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL <br />SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY <br />EQUAL. <br />10.FOR CEILING AREAS EXCEEDING 2,500 SQ. FT. A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT <br />BREAKS UP THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQ. FT. SHALL BE PROVIDED UNLESS STRUCTURAL <br />ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT <br />DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO <br />ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE <br />ANGLES IN ACCORDANCE WITH ITEM 2 AND RESTRAINS OR BRACING IN ACCORDANCE WITH ITEM 3. <br />11.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER <br />PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR <br />FREE MOVEMENT OF AT LEAST 1" IN HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN <br />ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE <br />TOP OF THE SPRINKLER HEAD DIRECTION. <br />12.CHANGES IN THE CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. <br />13.CABLE TRAYS WITH ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. <br />14.LATERAL BRACING FOR SUSPENDED CEILINGS SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR <br />PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER <br />WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT <br />EXCEEDING 45° FROM THE PLANE OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE VERTICAL COMPONENT <br />FROM LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE <br />STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED <br />12" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6" OF EACH WALL. ATTACHMENT OF RESTRAINT <br />WIRE TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. <br />15.SUSPENDED CEILING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636 AND THE <br />CISCA FOR SEISMIC ZONES 3-4 MODIFIED BY THE FOLLOWING - FOR CEILING AREAS EXCEEDING 100 SQ. FT., <br />HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. CABLE TRAYS AND <br />CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. SEE DETAILS ON THIS SHEET. <br />ICC # ESR 1308 <br />#12 GA. HANGER FIXTURE <br />SUPPORT WIRES AT BASE OF <br />FIXTURE. (TYPICAL OF TWO) <br />TEX SCREWED THROUGH FIXTURE IN <br />OPPOSITE CORNERS TO MAIN BAR RUNNERS. <br />HEAVY-DUTY SUSPENDED CEILING <br />2'X4' <br />FIXTURE <br />HOUSING <br />#12 AWG STEEL WIRE <br />CONNECTORS (TYPICAL) <br />CEILING T-BAR \ FIXTURE <br />MOUNTING HEIGHT (TYPICAL) <br />LIGHT FIXTURE SUPPORT COMPRESSION STRUT <br />OVER CEILING RUNNER <br />SLOT END OF TUBE TO FIT <br />CROSS RUNNER <br />TUBES SHALL LAP ONE <br />ONE TUBE TO THE OTHER. <br />INSTALL BOLT TO SECURE <br />LATERAL FORCE BRACING <br />UNDERSIDE OF FLOOR OR <br />FULLY EXTENDED POSITION. <br />ANOTHER AT LEAST 4" IN <br />TURN CEILING GRID LEVEL PRIOR TO <br />NO. 12 GA. VERTICAL WIRE HANGER, <br />SEE MAX. HEIGHT SCHEDULE <br />ROOF STRUCTURE ABOVE. <br />BOLT AND LOCKING NUT. <br />DRILL 5/32" HOLE <br />AND INSTALL 1/8" <br />SETTING TUBE. <br />SLEEVE <br />EMT <br />NOTE: <br />SYSTEM-SEE CLG. PLAN. <br />L (MAX. HEIGHT) <br />ELECTRICAL METALIC TUBING (EMT) ONLY <br />SUSPENDED CEILING <br />8'-6"1 1/4" <br />2" <br />1 1/2" <br />12'-0" <br />9'-10" <br />1" <br />1/2" <br />3/4" <br />SIZE (DIAMETER) <br />4'-0" <br />6'-6" <br />5'-2" <br />MAIN RUNNER <br />1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. <br />2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG <br />AND HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD; THEREFORE, <br />THE APPLICANT MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING <br />THAT ADDITIONAL STRUT LOAD CAN BE SUPORTED VERTICALLY AND <br />LATERALLY BY THE SUSPENSION SYSTEM ELEMENTS SUCH AS MAIN <br />RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. <br />12'-0" <br />O.C. TYP. <br />12 <br />' <br />- <br />0 <br />" <br />O. <br />C <br />. <br /> <br />T <br />Y <br />P <br />. <br />6" <br /> <br />M <br />A <br />X <br />. <br />D-21 <br />2 <br />3 <br />4710 <br />11 <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />O <br />O <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />U <br />S <br />I <br />N <br />E <br />S <br />S <br /> <br />P <br />A <br />R <br />K <br />36 <br />0 <br />1 <br /> <br />W <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br />S <br /> <br />9 <br />0 <br />9 <br />- <br />9 <br />1 <br />1 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />REVISIONS <br />24-236.15 <br />6 <br />8 <br />12 <br />13 <br />14 <br />2025