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Q <br />N <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />N <br />L: <br />X <br />O <br />co <br />I <br />z <br />I <br />a� <br />UI <br />L- <br />L- <br />O <br />U <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 />U) <br />A <br />L <br />I <br />I <br />I <br />16 <br />I <br />I <br />A751 <br />15 17 <br />I <br />I <br />I <br />4' - 7" <br />19 <br />STOR <br />REST <br />L <br />ACCESSIBLE <br />HAND DRYE <br />I / <br />DYSON <br />AIR BL D V <br />� <br />�34 <br />/ <br />h <br />I <br />a I <br />I I <br />I <br />. I <br />h• <br />1 <br />rim <br />IN <br />"NO DIVING" ICON <br />4" HIGH NUMERALS, TYP. <br />POOL DEPTH IN STANDARD <br />AND INTERNATIONAL UNITS <br />1 1/2" = 1'-0" <br />ALUMINUM POOL 6" SQ. ALUMINUM POSTS, BOLT & <br />FENCE W/ 1" SQ. EPDXY TO CONCRETE DECK <br />PICKETS SPACED <br />4-7/8" O.C. MAX <br />w <br />Q <br />06 <br />w <br />U <br />z <br />w <br />LL <br />LL <br />O <br />d <br />O <br />O <br />O <br />L� co <br />i+o <br />7/ 1' - 6" 3' - 0"GATE <br />NOTE: <br />GATES USED AS A PART OF A <br />MEANS OF EGRESS PATHWAY 18" RADIUS PROTECTION AROUND <br />MUST MEET THE REQUIREMENTS LATCH - PANIC HARDWARE ON <br />FOR DOORS. SEE SECTION 1008.2. INTERIOR OF GATE <br />POOL GATE LATCH AT POOL PATIO <br />1/2" = 1'-01, <br />CONTINUOUS PRECAST <br />CONCRETE COPING WITH SLIP <br />RESISTANT TEXTURE, <br />SAFETY HAND GRIP <br />WATERLINE TILE <br />SEE IFI <br />6" X 6" DEPTH MARKER <br />TILES BEYOND <br />3/8" MIN. ALL -WHITE <br />WATER PROOF <br />PLASTER BELOW TILE <br />OPTIONAL SURFACE - <br />1'-6" <br />EXPANSION JOINT <br />DECK DRAIN, FORM <br />VARIES WITH MANUF. <br />SLOPE POOL <br />DECK <br />1/8" PER FOOT TO <br />DECK DRAIN <br />ESCUTCHEON PLATE <br />DECK ANCHOR <br />STEP NOSES TO BE CERAMIC TILE <br />BULLNOSE 2"x2" VERTICAL AND HORIZON L <br />AND TREADS TO BE NON -SLIP SURFAC 140 <br />%6 POOL STEPS <br />1/2" <br />OORD. LOCATION OF DEC <br />R TRENCH DRAIN WITH <br />LE FEATURE, ETC. <br />M <br />�Y <br />0 <br />LO <br />d <br />BREAK ROOM <br />12 <br />8 A751 <br />5'-10" 9 2'-9" <br />UP REF. � I �� <br />0 0 <br />ILI <br />—� <br />08EMP I REST <br />-__Lo �13- <br />— -Z01 <br />— \ <br />- <br />o w1)0 <br />/ <br />—� <br />a' <br />4'-8" <br />CLEAR <br />1/4" = 1'-01, <br />STAINLESS STEEL HANDRAIL <br />PEENED FINISH <br />U) <br />a Q� <br />= cn <br />a-J <br />a_ <br />00 <br />ry <br />�w <br />z <br />M U <br />WATER LEVEL <br />BATTERY POWERED ADA <br />ACCESSIBLE POOL LIFT. <br />PROVIDE ANCHORS TO SLAB <br />AS REQUIRED BY <br />MANUFACTURER <br />THICKEN SLAB TO 12" <br />AT POOL LIFT <br />INSTALLATION <br />LOCATION <br />1 <br />BASIS OF DESIGN: <br />MULTILIFT 575-0105N <br />BY SR SMITH <br />POOL COPING - <br />INSTALL LIFT TO <br />PREVENT DAMAGE <br />TO COPING <br />DURING USE <br />WATER LINE <br />B e 6 <br />LAM <br />01 <br />I I I <br />L — — J L — — J <br />22' - 0" <br />POOL <br />6 <br />A703 <br />tY <br />4'-0" , <br />CLEAR <br />4' <br />� 8 <br />(A703 <br />A703 - <br />CDQ' <br />TYP. w <br />F� U <br />1 <br />B.4 <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 />V_��REGISTERED <br />-� ARCHITECT <br />eFFREY THUR WILLIAM WASHINGTON <br />STAMP <br />Q <br />O <br />m <br />F <br />U) <br />O <br />U <br />w <br />o <br />w <br />a <br />L1J <br />0 <br />0 <br />N <br />W <br />Q <br />o <br />N <br />O <br />c <br />0 <br />a <br />�L <br />N <br />d <br />0 <br />R <br />0 <br />d <br />LU <br />w <br />0 <br />a <br />Ji <br />w <br />0 <br />z <br />Q <br />z <br />O <br />w <br />co <br />7 <br />0 <br />8 <br />8 <br />0 <br />Ji <br />w <br />0 <br />w <br />z <br />z <br />Z <br />�w <br />�11� <br />Q <br />w <br />Q= <br />q)Z <br />N <br />F- <br />Off <br />Z <br />Q\ <br />Cl) <br />O <br />o Q <br />LL 0 < <br />m <br />a)F <br />O <br />V/ <br />a)Q <br />L <br />o= <br />J_O <br />A+ <br />W <br />> <br />O <br /><@ <br />w <br />N <br />L <br />> <br />� °'LU <br />0 <br />ao w <br />z <br />Q U CO o <br />a-Q <br />UJ <br />_ o <br />J co O <br />w� <br />w <br />0 <br />a L�Q <br />z> <br />L <br />Q awl <br />�w <br />Q <br />w0z <br />o[ <br />w <br />z L O > <br />jiJi Ji <br />11 <br />co <br />O Li C pp <br />a_ <br />PROJECT #: 1827 <br />DRAWN BY: SK <br />CHECKED BY: Checker <br />REC CENTER <br />ENLARGED PLANS <br />A703 <br />PERMIT SET 10/09/2020 <br />1 <br />