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L: <br />X <br />a� <br />co <br />I <br />Z <br />I <br />O <br />U <br />U) <br />I <br />L <br />L <br />O <br />U <br />L <br />O <br />LL <br />ti <br />N <br />00 <br />O <br />E <br />U <br />O <br />0 <br />X <br />O <br />g <br />U) <br />L <br />a� <br />U) <br />D <br />A <br />uj <br />Q <br />z <br />w <br />J_ <br />LL <br />POLISHED EASED EDGE GRANITE <br />COUNTERTOP AS SCHEDULED <br />STONE UNDERSIDE TO BE <br />POLISHED BACK MIN. 1"AROUND <br />BOWL OR SINK OPENING AND AT <br />FRONT EDGE <br />SANITARY SEALANT <br />UNDERMOUNTED <br />PORCELAIN BOWL AT <br />VANITY SECURED TO <br />UNDERSIDE OF STONE <br />TOP <br />FOR MORE INFORMATION <br />FOLLOW SINK AND STONE <br />TOP MANUFACTURER <br />DIRECTIONS <br />MOUNTING CLIP SCREW <br />BRASS INSERT IN PRE - <br />DRILLED HOLE <br />3/4" X 4" STONE FRONT F:'Z : 4 <br />APRON GLUED TO WD t ;.\ <br />FRAME W/ '.`. <br />WATERPROOF MASTIC k. <br />:Z <br />10 STONE TOP EDGE AT LAVATORY <br />6" = 1'-01, <br />NOTCH 2x4 @ HSS <br />MEMBER <br />PREFABRICATED STEEL <br />BRACE WITH 2"x2"x3/16" HSS <br />LEGS <br />(2) 3/8" DIA. BOLTS <br />2x4 FRAME, TYP. <br />3/4" X 4" STONE FRONT <br />APRON GLUED TO WD <br />FRAME W/ <br />WATERPROOF MASTIC <br />PREDRILL DBL STUD FOR <br />(3) 1/2" DIAM GALV. MACH <br />BOLT WITH NUT WITH <br />WASHER. -APPLY <br />"LOCKTITE" OR SIMILAR <br />DASHED LINE <br />REPRESENTS <br />ADA KNEE CLEARANCE <br />REQUIREMENT. <br />AC <br />9 <br />ESSIBLE FOUNTAIN <br />15" 30" 15" (MIN.) <br />I I <br />M <br />BASIS OF DESIGN: HAWS ADA COMPLIANT HI -LOW <br />DRINKING FOUNTAIN MODEL: 1011 MS <br />1. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A <br />30" X 48" (MIN.) PROVIDED FOR A FORWARD <br />APPROACH. SEE ICC A117.1 SECTION 602 & 305. <br />2. 27" KNEE CLEARANCE PER SECTION 306. <br />3. SPOUT OUTLET HEIGHT SHALL BE 36" MX. ABOVE <br />THE FLOOR FOR WHEELCHAIR ACCESSIBLE DRINKING <br />FOUNTAINS, AND SHALL BE 38 TO 43" MAX. ABOVE <br />FLOOR FOR STANDING PERSONS. SEE SECTION 602. <br />4. SPOUT LOCATION SHALL BE LOCATED 15" MIN. <br />FROM THE VERTICAL SUPPORT AND 5" MAX. FROM <br />THE FRONT EDGE OF THE DRINKING FOUNTAIN. SEE <br />SECTION 602. <br />48" (MIN.) <br />UNOBSTRUCTED CLEAR SPACE <br />25" (MAX). <br />15" (MIN.)i 5" (MAX.) <br />-- <br />w — ----- <br />z <br />_" <br />z <br />Q <br />w <br />J <br />r` <br />U <br />N <br />w <br />GALV. IRON WASHER <br />COORD DOUBLE WALL STUD <br />WITH VANITY BRACE LOCATION <br />LVA <br />PRE <br />GALV. MA <br />WITH WASHER. -APPLY <br />"LOCKTITE" OR SIMILAR <br />STEEL BRACE WITH <br />2"X2" X 3/16" HSS LEGS <br />Y <br />z <br />O <br />2x4 LEDGER <br />BACK & SIDE <br />SPLASH (AT WALL ONLY) <br />EDGE AND UNDERSIDE OF <br />VANITY TO BE POLISHED <br />BACK 1" MIN AROUND <br />OPENING <br />3/4" x 4" STONE APRON, <br />ATTACH TO WD W/ <br />WATERPROOF MASTIC <br />WRAP WASTE & <br />SUPPLY PIPES WITH <br />INSULATING MATERIAL <br />DASHED LINE REPRESENTS <br />ADA KNEE CLEARANCE <br />REQUIREMENT. <br />•� • ► �• •► <br />1 <br />POLISHED EASED EDGE STONE <br />COUNTERTOP AS SCHEDULED: <br />STONE UNDERSIDE TO BE <br />POLISHED BACK MIN. 1" AROUND <br />BOWL OR SINK OPENING AND AT <br />FRONT EDGE <br />1" MIN. <br />OVERHANGt[:] <br />3/8" GALV. BOLT W/ < <br />NUT AND WASHER -PREDRILL AND <br />COUNTERSINKSTEEL BRACE WITH2"X2" X 3/16" HSSLEGS <br />3/4" X 4" STONE SIDE <br />APRON GLUED TO WD MALLEABLE GALV. WASHER <br />FRAME W/ <br />WATERPROOF MASTIC <br />�5 COUNTER TOP EDGE DETAIL <br />6" = 1'-01, <br />U <br />j 1'-3" v 1'-3" <br />1 /2" = 1'-0" <br />TOP OF <br />GRAB BAR <br />00 <br />z <br />g <br />C0 <br />co <br />0 <br />- <br />M <br />M <br />\ <br />FLUSH <br />CONTROL <br />WITHIN <br />REACH <br />RANGE <br />1. URINALS OF THE WALL <br />HUNG TYPE SHALL HAVE A <br />RIM THAT IS 17" MAX. <br />ABOVE THE FLOOR. WALL <br />HUNG URINALS SHALL BE <br />13.5" MIN. IN DEPTH <br />MEASURED FROM THE <br />OUTER FACE OF THE <br />URINAL RIM TO THE WALL, <br />PER ICC A117.1-2009, <br />SECTION 605. <br />2. A CLEAR FLOOR SPACE <br />SHALL COMPLY WITH <br />SECTION 305 FOR A <br />FORWARD APPROACH. <br />3. FLUSH CONTROLS <br />SHALL BE HAND <br />OPERATED OR <br />AUTOMATIC AND SHALL BE <br />44" MAX. ABOVE THE <br />FLOOR PER ICC <br />A117.1-2009, SECTION 309 <br />& 305. <br />39"-41" BACKING IN WALL <br />FOR GRAB BARS <br />/-42" 12„ � NOTE 1 <br />TOP OF G.B. <br />Z Q co <br />M00 co <br />M II N U <br />IV- S1 <br />TOP OF SEAT <br />1. FLUSH CONTROL SHALL BE <br />MOUNTED FOR USE FROM THE <br />OPEN SIDE OF THE <br />WATERCLOSET AREA. <br />36" MIN. <br />12" 24" <br />op <br />IN. MIN. 43" <br />z <br />43" <br />M,N. <br />17" CLR. B <br />Q <br />60" <br />1. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1-1/4" OR <br />MORE THAN 1-1/2" AND SHALL PROVIDE A CLEARANCE OF 1-1/2" BETWEEN THE <br />GRAB BAR AND THE WALL. <br />2. TOP OF GRAB BARS SHALL BE LOCATED NOT LESS THAN 33" AND NOT MORE <br />THAN 36" ABOVE THE FLOOR OF THE ADJACENT CLEAR SPACE. <br />3. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, <br />FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS: <br />A. BENDING STRESS INDUCED IN A GRAB BAR OR SEAT INDUCED BY THE <br />MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 300 POUNDS <br />SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE <br />GRAB BAR OR SEAT. <br />B. SHEAR STRESS INDUCED IN A G.B. OR SEAT BY THE APPLICATION OF <br />300 POUNDS SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR <br />THE MATERIAL OF THE G.B. OR SEAT. IF THE CONNECTION BETWEEN THE <br />G.B. OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS <br />CONSIDERED TO BE FULLY RESTRAINED, THEN THE DIRECT AND <br />TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED <br />SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. <br />C. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM <br />THE APPLICATION OF 300 POUNDS SHALL BE LESS THAN THE ALLOWABLE <br />LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE <br />SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. <br />D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE <br />OF 300 POUNDS PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF <br />300 POUNDS SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD <br />BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. <br />111 � � � 11 • 11 <br />1 /4" = 1'-0" <br />s <br />J J FINISH FLOOR <br />* DIMENSION IS 46" MAX. A.F.F. AND LOCATED 36" MIN. FROM <br />INSIDE CORNERS IN KITCHENS (SIDE REACH OVER COUNTERTOP), <br />TYPICAL <br />OHNSON BRAUNDINC. <br />15200 52nd Ave. South <br />Suite 300 <br />Seattle, WA 98188 <br />Phone 206.766.8300 <br />www.johnsonbraund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. Allwine, <br />Jeffrey A. Williams, <br />8556 <br />REGISTERED <br />ARCHITECT <br />eFFREY THUR WILLIAM <br />WASHINGTON <br />STAMP <br />Q <br />0M <br />�D <br />a <br />� <br />C)� <br />ww <br />p <br />a <br />0 <br />0 <br />LU <br />Q <br />o <br />co <br />p <br />o <br />0 <br />a <br />N <br />d <br />0 <br />d <br />ca <br />0 <br />d <br />LU <br />w <br />0 <br />a <br />LU <br />w <br />0 <br />r <br />z <br />a <br />z <br />0 <br />w <br />0 <br />V/ <br />p <br />w <br />p <br />z <br />w <br />z <br />0 <br />z <br />�w <br />Q <br />Ew <br />Q= <br />a� <br />ci <br />C� <br />z <br />Q <br />M <br />o <br />�7 <br />i< <br />m <br />N <br />rn <br />Fo <br />L <br />tm <br />o = <br />w0 <br />A+ <br />W <br />> <br />W <br />o <br />N <br />�� <br />L <br />> <br />I. °' <br />a <br />Uj <br />0 <br />00 w <br />z = <br />QUoo <br />aQ <br />LU� <br />Uc <br />_ o <br />JJco 00 <br />wF <br />w <br />a n .0 <br />z> <br />L <br />o <br />Q =w <br />az <br />< <br />w 0 Z <br />o� <br />w <br />z L O N <br />7 <br />ULU <br />� <br />11 <br />cn <br />O li pp <br />a <br />PROJECT #: 1827 <br />DRAWN BY: SK <br />CHECKED BY: ST <br />ACCESSIBILITY <br />DETAILS <br />A745 <br />PERMIT SET 10/09/2020 <br />