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*PAINT ALL NEW FRAMING ABOVE <br /> TOP OF WALL TO MATCH EXISTING MIRROR COMPRE55ION P05T AT 12 GA. VERT. HANGER CODE REQUIREMENTS <br /> 2'-0" O.G. E.W. AT 4'-O" O.G. ADJ. SUSPENDED GEILIN6 SYSTEM TO COMPLY WITH: <br /> 2 1/2" METAL B _6 HANGER SIZE AND <br /> FASTEN TO UNDERSIDE pj A5TM G 655, ASTM G 656, SECTION q.6 OF ASGE I <br /> OF DECK ABOVE STUD DIAGONAL LAMINATE COUNTERTOP (MIN) � P+ LOADING PER CODE. J <br /> BRACE AT a'-0"OVER PLY WOOD SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE <br /> 2X WOOD FRAME T — ~ <br /> O.G. I WITH GISGA RECOMMENDATIONS FOR SEISMIC ZONE 4. ~ <br /> 22 A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. m <br /> h 2'-10" 12 6A. SPLAY 5 TURNS B, THE WIDTH OF THE PERIMETER 5UPPORTIN6 ANGLE <br /> COUNTER -iN WIRE IN PLANE MINIMUM SHALL NOT BE LESS THAN 2". <br /> WALL PER HEI6HT m o o 0 OF EACH RUNNER C. FOR GEILIN6 AREAS EXGEEDIN6 1000 5F HORIZONTAL <br /> i GRO55 RUNNER � f <br /> PLAN RESTRAINT OF THE GEILIN6 STRUCTURAL SYSTEM SHALL w m <br /> 5U5P. AGOUST. 2X4 WOOD CLEAT ry =iN x KNEE AND MAIN RUNNER BE PROVIDED. THE TRIBUTARY AREAS OF THE o W <br /> FOR SINK SUPPORT = r+ m < 8 \` TOE RESTRAINTS SHALL BE APPROXIMATELY EQUAL. z ol <br /> FASTEN To OCCURS <br /> wHERE o _ = SE I SM I G BRAG I NG z <br /> cv m LEARANGE D. FOR GEILIN6 AREAS EXGEEDIN6 2500 SF A SEISMIC <br /> TOP TRACK OCCURS r m m m = o <br /> MAX JOINT OR FULL HEIGHT PARTITION SHALL BREAK UP THEi <br /> i U — L — m N 9"I HANGAR ATTAGMENT ATTACH TEES AT GEILIN6 50 THAT NO AREA IS GREATER THAN 2500 5F. L w <br /> STARTING AND ONE ii m <br /> RUNNER E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT <br /> cv INSULATE P-TRAP o ADJACENT WALL ONLY <br /> AND HOT WATER GEILIN6 TILE HORIZONTAL DEFLECTIONS, SPRINKLER HEADS AND OTHERry n <br /> SUPPLY —F.O. WALL PENETRATIONS SHALL HAVE A 2" OVER5IZED RING N <br /> **INSTALL BRACING AT WALLS WITH 3 SLEEVE, OR ADAPTER THROUGH THE GEILIN6 TO ALLOW <br /> UNSUPPORTED LENGTHS GREATER THAN 12'-0" TAP V I EA FRONT V I EW SIDE V I E WALL ANGLE PROVIDE 3/4" M I N. FOR FREE MOVEMENT OF AT LEAST I` IN ALL a a <br /> CLEARANCE AT OPP. fB <br /> g� A EDGE TREATMENT WALLSF.DIRECTIONS. _ <br /> SCALE: I" - 1'-0I DETAIL <br /> I L � ADA DRINK I N6 FOUNTAIN U NTA I N DETAIL I � (,HAN6E5 IN <br /> PLAN SHALL BE r+ ry <br /> WAlala �RA�I N� GOUN�ER <br /> " = 1'-0" _ 1/2" = 1'-0" 6. GABLE TRAY5 AND ELECTRICAL CONDUITS SHALL BE <br /> DSUPPORTED INDEPENDENTLY OF THE GEILIN6. <br /> H. SUSPENDED CEILIN65 SHALL BE SUBJECT TO THE <br /> SPECIAL INSPECTION REQUIREMENTS OF SECTION <br /> A.q.S.S.q OF THIS STANDARD. ' <br /> GEILIN6 TILE 5RAGIN6 <br /> N.T.S. <br /> E <br /> 0 <br /> U <br /> N <br /> � 3 <br /> C p aw <br /> >N M:EQ m 2 <br /> a Q N N <br /> o <br /> U N N N <br /> N <br /> N <br /> co L <br /> C� <br /> C <br /> W <br /> C) <br /> Q <br /> U <br /> Q <br /> o u1 <br /> H N M <br /> O <br /> L O ro <br /> m <br /> W T N a c <br /> 'o U) <br /> 0.9 <br /> a. = <br /> o� <br /> z M J <br /> 0 a <br /> z <br /> w Z �L' 1w <br /> Drawing: <br /> A 5.2 <br /> J.e ma,. 23c-4551 <br />