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'PAINT ALL NEW FRAMIN6 ABOVE <br /> TOP OF WALL TO MATCH EXI5TIN6 MIRROR COMPRESSION P05T AT 12 6A. VERT. HAN6ER CODE REQUIREMENTS <br /> 12'-0" O.G. E.W. AT 4'-0" O.G. ADJ. SUSPENDED GEILIN6 SYSTEM TO COMPLY WITH: <br /> FASTEN TO UNDERSIDE 2 1/2" METAL %: HAN6ER SIZE AND <br /> OF DECK ABOVE 7 STUD DIA60NAL LAMINATE COUNTERTOP ! (MIN) D`� LOADIN6 PER CODE. A5TM G 635, A5TM G 656, SECTION 9.6 OF A50E 'i <br /> BRACE AT 8'-0"OVER PLY WOOD <br /> _ __ _ � SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE � <br /> I O.C. 2X WOOD FRAME WITH GISCA REGOMMENDATION5 FOR SEISMIC ZONE 4. <br /> 2'-10" 2'-6" 22 A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. m m <br /> �I 12 6A. SPLAY 3 TURNS B. THE WIDTH OF THE PERIMETER 5UPPORTIN6 AN6LE Q <br /> COUNTER �o WIRE IN PLANE MINIMUM SHALL NOT BE I THAN 2". <br /> WALL PER HEIGHT o ! © OF EACH RUNNER C5 RUNNER G. FOR GEILIN6 AREAS EXCEEDING 1000 SF HORIZONTAL <br /> PLAN RESTRAINT OF THE GEILIN6 STRUCTURAL SYSTEM SHALL m <br /> SUSP. AGOUST. 2X4 WOOD CLEAT �I KNEE AND MAIN RUNNER BE PROVIDED. THE TRIBUTARY AREAS OF THE o <br /> '/ o o rcv icr 8"'1 TOE RESTR4INT5 SHALL BE APPROXIMATELY EQUAL. Z <br /> FASTEN TO GL6. WHERE FOR SINK SUPPORT ,�.- f ®� -1 - f - 5E I 5M I G BRAG I NG z o <br /> TOP TRACK BURS = I,�JI�J cry m m m LEARANGE �� D. FOR GEILIN6 AREAS EXCEEDING 2500 SF A SEISMIC � -- <br /> -�� �— m ry q _ HANGAR ATTAGMENT� M ATTACH TEES AT JOINT OR FULL HEIGHT PARTITION SHALL BREAK UP ) � V Q <br /> RUNNER \�� 5TARTIN6 AND ONE GEILIN6 50 THAT NO AREA IS 6REATER THAN 2500 5F. g <br /> F1 ADJACENT WALL ONLY <br /> ry INSULATE P-TRAP E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT <br /> HORIZONTAL DEFLECTIONS, SPRINKLER HEADS AND OTHER <br /> r v r <br /> AND HOT WATER GEILIN6 TILE N N r+ <br /> SUPPLY F.O. WALL PENETRATIONS SHALL HAVE A 2" OVERSIZED RIN6 n C. ry <br /> "INSTALL BRAGI N6 AT WALL5 WITH TOP VIEW FRONT VIEW 5 I DE VIEW WALL ANGLE�5 PROVIDE 5/4" MIN. SLEEVE, OR ADAPTER THROU6H THE GEILIN6 TO ALLOW N ¢ w j <br /> UNSUPPORTED LEN6TH5 6REATER THAN 12'-0" FOR FREE MOVEMENT OF AT LEAST 1" IN ALL <br /> CLEARANCE AT OFF. DIRECTIONS. <br /> WALL BRAG I N6 GOUNTERTOP DETA I L ADA DR I NK I NO FOUNTAIN DETA I 1� EDGE TREATMENT WALLS o _ <br /> F. CHANGES IN GEILIN6 PLAN ELEVATION SHALL BE <br /> PROVIDED WITH P05ITIVE BRACIN6. <br /> 1" = I'-0" SCALE: I" = I'-0" 1/2" = 1'-0" 6. GABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE <br /> SUPPORTED INDEPENDENTLY OF THE GEILIN6. _9 <br /> H. SUSPENDED CEILIN65 SHALL BE SUBJECT TO THE ww <br /> SPECIAL INSPECTION REQUIREMENTS OF SECTION <br /> A.9.5.5.9 OF THIS STANDARD. ' <br /> A NCB TILE BRAG I NG �¢ W <br /> N.T.S. <br /> E <br /> R <br /> O <br /> N <br /> N 3 <br /> C p a a) <br /> co cI <br /> Q c U <br /> .0¢N N <br /> O tN pp <br /> N <br /> N W 3 <br /> T <br /> Q <br /> N <br /> w <br /> Q <br /> U <br /> Q <br /> w W <br /> N � <br /> o <br /> W O 00 <br /> W = . � <br /> > Cho <br /> O <br /> 720 <br /> ~ <br /> 2 LL M J <br /> a O 0 cli <br /> N Q <br /> W > W <br /> H Z nW O <br /> Drawing: <br /> A 5.2 <br /> CITY OF EVERETT 23c-4551 <br /> REVIEWED FOR PERMIT <br />