Laserfiche WebLink
SHEET NUMBER <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SH <br />E <br />E <br />T <br /> <br />M <br />A <br />N <br />A <br />G <br />M <br />E <br />N <br />T <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />I <br />N <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br />: <br /> <br />DA <br />T <br />E <br /> <br />I <br />S <br />S <br />U <br />E <br />D <br />: <br /> <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br /> <br />RE <br />V <br />I <br />E <br />W <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br />SEAL <br />Corporate Office: <br />3025 Highland Parkway | Suite 850 <br />Downers Grove, IL 60515 <br />info@sevansolutions.com <br />www.sevansolutions.com <br />INTEGRITY | RESPECT | TEAMWORK <br />EXCELLENCE | CHARITY <br />DESIGN SOLUTIONS, P.C. <br />27 <br />0 <br />0 <br /> <br />M <br />I <br />L <br />A <br />N <br /> <br />C <br />O <br />U <br />R <br />T <br />, <br /> <br />B <br />I <br />R <br />M <br />I <br />N <br />G <br />H <br />A <br />M <br />, <br /> <br />A <br />L <br /> <br />3 <br />5 <br />2 <br />1 <br />1 <br />CO <br />N <br />T <br />A <br />C <br />T <br /> <br />H <br />I <br />B <br />B <br />E <br />T <br />T <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />E <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br />@ <br />( <br />2 <br />0 <br />5 <br />) <br /> <br />9 <br />4 <br />2 <br />- <br />4 <br />2 <br />9 <br />2 <br />1 <br />5 <br />4 <br />0 <br /> <br />08 <br />/ <br />0 <br />5 <br />/ <br />2 <br />2 <br /> <br />RN <br />/ <br />F <br />S <br />/ <br />M <br />M <br />/ <br />R <br />M <br />JD <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />1 <br />7 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <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 />5 <br /> <br />NO <br />. <br /> <br />D <br />A <br />T <br />E <br /> <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />- <br />- <br />- <br />1 <br />1 <br />/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />PL <br />A <br />N <br /> <br />R <br />E <br />V <br />I <br />E <br />W <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />2 <br />3/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />PL <br />A <br />N <br /> <br />R <br />E <br />V <br />I <br />E <br />W <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />- <br />- <br />- <br />- <br />- <br />- <br />A4.1 <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br /> <br />SCALE: <br />1 <br />A4.1 <br />TYPICAL SUSPENDED CEILING DETAIL <br />NTS <br />ICC-ES EVALUATION REPORT <br />ESR 1308 <br />SCALE: <br />2 <br />A4.1 <br />SUSPENDED CEILING - INSTALLATION DETAILS <br />NTS <br />SCALE: <br />3 <br />A4.1 <br />SUSPENDED CEILING DETAIL - SEISMIC JOINT LAYOUT <br />NTS SCALE: <br />4 <br />A4.1 <br />SUSPENDED CEILING DETAIL - SEISMIC JOINT AT MAIN BEAM <br />NTS <br />2 <br />ICC-ES EVALUATION REPORT <br />ESR 1308 <br />2 <br />SEISMIC DESIGN CATEGORY D. DESIGN AND CONSTRUCT NEW CEILING TO <br />RESIST THE EFFECTS OF EARTHQUAKE MOTIONS, IN ACCORDANCE WITH <br />ASCE 7-16, EXCLUDING CHAPTER 14 AND APPENDIX 11A. <br />HIGH SEISMIC: POST IS MADE UP OF 3/4" STEEL TUBING WITH .049" WALL <br />THICKNESS. MAXIMUM UNSUPPORTED LENGTH IS 5'-2". IF MORE THAN <br />5'-2" IS REQUIRED, NOTIFY ARCHITECT. POST TO HAVE SPRING AND <br />CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROXIMATE ALLOWABLE <br />VERTICAL MOVEMENT IS 1/2" UNDER SEISMIC ACTION). <br />INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. POST ASSEMBLIES <br />ARE AVAILABLE FROM DONN CORPORATION. <br />SEISMIC BRACING <br />45° OR LESS <br />NOTE: <br />PROVIDE SEPARATE BRACE WIRES <br />FOR LIGHT FIXTURES AND <br />MECHANICAL DEVICES. <br />CROSS <br />RUNNERS <br />ATTACH FIXTURE <br />HOUSING TO CEILING <br />SYSTEM W/ SELF <br />TAPPING SHEET METAL <br />SCREWS - ONE AT <br />EACH CORNER. <br />RUNNERS <br />MAIN <br />FIXTURE <br />LAY-IN LIGHT NO. 12 GAUGE <br />WIRE (TYP.) <br />3 5/8" 20GA. STEEL STUD <br />COMPRESSION POST <br />ATTACHED TO 2X4 W/ SIMPSON SSC <br />4.25 CLIP. SPACE AT 8'-0" O.C. EACH <br />WAY. (TRIBUTARY AREA: 64 SF) <br />45° OR LESS <br />45° OR LESS <br />45° OR LESS <br />MAIN BEAM <br />CROSS TEE <br />12 GA. <br />BRACE <br />WIRES <br />12 GA. <br />HANGER WIRE <br />TYP. 4'-0" O.C. <br />(3 TIGHT WRAPS) <br />2X4 ATTACHED TO TOP <br />CHORD(S) OF EXISTING <br />TRUSSES. <br />ATTACH W/ 2 #10 SCREWS <br />INTO TOP CHORDS. <br />1/4" <br />13/32" <br />1-3/4" <br />15/16" <br />ARMSTRONG PRELUDE XL <br />15/16" EXPOSED TEE <br />SYSTEM <br />SEISMIC CATEGORY D,E,F <br />HEAVY DUTY RATED <br />ATTACHED WALL <br />7/8" ANGLE MOLDING <br />UNATTACHED WALL <br />ARMSTRONG <br />BERC2 <br />7/8" <br />BERC2 <br />7/8" ANGLE MOLDING <br />OPTIONAL (LOOSE SCREW) 7/8" <br />UNATTACHED WALL <br />3/4" <br />3/4" <br />8" MAX. <br />8" MAX.B <br />4' O.C. <br />B X X <br />BERC2 <br />7/8" <br />SCREW TIGHTENED THROUGH <br />WEB OF GRID, RESTRICTING <br />SEPARATION FROM <br />BERC2 CLIPS <br />8" MAX. <br />7/8" <br />POP RIVET <br />B <br />B X X <br />B <br />B <br />POP RIVETS <br />8" MAX.B <br />B or P <br />ATTACHED WALL <br />B or P <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 />X X <br />X XB <br />B B <br />X HANGER WIRE <br />B BERC or BERC2 CLIP <br />P POP RIVETS <br />WALL MOLDING <br />CEILING SUSPENSION SYSTEM FOR CATEGORY D, E, F INSTALLATION DETAILS <br />PERIMETER VERTICAL12GA. <br />HANGER WIRES INSTALLED <br />NOT MORE THAN 8" FROM WALL <br />12GA. HANGER WIRES <br />@4'-0" O.C. - TYP. <br />2' <br /> <br />O <br />. <br />C <br />. <br />4' <br />MAIN <br />BEAM <br />SJMR <br />4' CROSS TEE <br />SJMR SJMR <br />4' CROSS TEE <br />2'MAIN BEAM <br />SJMR IN 2' X 4' LAYOUT <br />SEPARATION JOINT LAYOUT DETAILS <br />NOTE: <br />SCREWS #1 AND #2 ARE TIGHT <br />SCREWS #3 AND #4 ARE LOOSE <br />#3 <br />#4 <br />INDEXING <br />Nib <br />#1 #2 <br />SEISMIC JOINT CLIP - MAIN BEAM (SJMR) <br />2130 E 17th St - <br />10111279406/07/23