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Q <br />rn <br />N <br />1p <br />M <br />O <br />N <br />O <br />N <br />N <br />L: <br />VVALL ASSt <br />PER PLANS <br />2X6 SILL PL <br />FLOOR LEVE <br />RIM JOIST <br />DOUBLE 2X <br />TOP PLATE <br />MAINTAIN F <br />SHAFT ENC <br />PENETRATI <br />1 1/2" = 1'-0" <br />SILL ASSEMBLY BY <br />ELEVATOR MANUF. - <br />GROUT CHANNEL <br />SOLID <br />00 <br />FLOOR LEVEL <br />STEEL CHANNEL <br />SUPPORT -SECURE <br />ADEQUATELY <br />BENT STEEL PLATE <br />SUPPORT <br />STEEL ANGLE <br />GROUT STOP <br />1/4" PLYWOOD <br />BEAM PER STRUCTURAL — <br />MAINTAIN RATING OF <br />SHAFT ENCLOSURE. NO <br />PENETRATIONS PERMITTED <br />1 <br />DOOR SPACE <br />t <br />"- <br />X <br />z <br />STEEL BAR <br />co <br />STRINGERS <br />z <br />ZI <br />WITH 20" WIDE X <br />o <br />1 <br />3/4" DIAM RUNGS <br />w <br />@ 12" O.C. <br />Of <br />o <br />0 <br />UI <br />FLOOR LEVEL <br />d <br />O <br />Of <br />o oo <br />— <br />C) <br />LU <br />Of <br />o <br />U_ <br />cal <br />�_ z <br />2 1/2" X 2 1/2" X 3/8' <br />a 2 <br />1I1=1 <br />STEEL ANGLE WELDED <br />Of <br />= - <br />TO STRINGER - BOLT <br />a <br />TO PIT FLOOR <br />; <br />• <br />E <br />$ <br />1 <br />- <br />_ <br />41 <br />"'ad_ <br />0 <br />- <br />`-,�.d <br />,,daa -" a <br />-; <br />_ �•°< <br />ll <br />11=1 <br />i 1=1 1 1=111=111=111=111=111=11 <br />11 <br />U) <br />L <br />U) <br />U �8� PIT LADDER DETAIL <br />1/2" = 1'-01, <br />FLOOR ASSEMBLY <br />PER PLANS <br />3" X 3/8" STEEL ANCHOR - <br />BOLT TO WALL (TYP) <br />CONCRETE SLAB - <br />SEE STRUCTURAL <br />CONCRETE PIT - SEE <br />STRUCTURAL <br />DAMPPROOFING <br />III li I it 11F, , <br />WATER STOP <br />00 <br />0 <br />80 <br />M <br />M <br />M <br />M <br />N <br />5 <br />A.k A483 <br />I <br />c <br />N <br />y� <br />■ <br />PR <br />ELE <br />PE <br />A.1 3 A.2 <br />A483 <br />I <br />ROOF <br />5' - 2 1181, <br />LEVEL 6 <br />47' - 2" <br />LEV <br />5'-( <br />LEV <br />- 1( <br />N <br />r` <br />LEV <br />9'-! <br />LEV <br />1( <br />EL 5 <br />1/4" <br />EL 4 <br />1/2" <br />EL 3 <br />13/4" <br />EL 2 <br />I' <br />-6" <br />LEVEL 1 <br />C LEVEL <br />-2' - 6" <br />3500# STRETCHER CAB <br />SIZED TO ACCOMODATE <br />24X84" STRETCHER WITH <br />5" RADIUS CORNERS PER IBC <br />SECTION 3002.4 <br />7� <br />7J <br />3 <br />A483 <br />II <br />FF_ <br />II <br />II <br />II <br />II <br />II <br />II <br />3500# STRETCHER CAB <br />SIZED TO ACCOMODATE <br />24X84" STRETCHER WITH 1 B <br />5" RADIUS CORNERS PER IBC <br />SECTION 3002.4 <br />3 <br />A483 <br />5 HATCH INDICATES 2HR <br />Y483 ELEVATOR ENCLOSURE WALL <br />7A NO PLUMBING PENETRATIONS <br />1 B (5 <br />A483 <br />I <br />6' - 11 " <br />CLR HOISTWAY <br />I <br />I <br />LOCATE ELEVATOR CALL <br />BUTTONS BETWEEN CABS <br />STAR OF LIFE HOISTWAY <br />' IDENTIFICATION <br />FOR STRETCHER ELEVATOR <br />PER IBC 3002 4 <br />7J <br />A.2 <br />HATCH INDICATES 2HR <br />ELEVATOR ENCLOSURE WALL <br />NO PLUMBING PENETRATIONS <br />A.1 <br />N <br />0 <br />io <br />LOCATE ELEVATOR CALL <br />4J C° BUTTONS BETWEEN CABS <br />N <br />STAR OF LIFE HOISTWAY <br />IDENTIFICATION <br />FOR STRETCHER ELEVATOR <br />PER IBC 3002 4 <br />— A.2 <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 <br />WASHINGTON <br />STAMP <br />a <br />m <br />0 <br />0 <br />� <br />Uj <br />Uj <br />w <br />o <br />w <br />a <br />H <br />w <br />0 <br />wQo <br />CO <br />c <br />0 <br />a <br />N <br />d <br />0 <br />d <br />a <br />0 <br />d <br />Uj <br />w <br />0 <br />a <br />Uj <br />w <br />0 <br />z <br />Q <br />z <br />0 <br />w <br />0 <br />Uj <br />w <br />0 <br />w <br />z <br />0 <br />z <br />�w <br />a <br />w <br />s? _ <br />Q~ <br />ECi <br />�z <br />C� <br />z <br />Q\ <br />M <br />o <br />Q <br />w< <br />m <br />CNI <br />a)F <br />a)Q <br />O <br />V/ <br />L <br />OT <br />w0 <br />A+ <br />W <br />> <br />w <br />o <br />�o <br />L <br />> <br />1­ °' <br />a <br />Uj <br />0 <br />00 w <br />� <br />CO o <br />U <br />zQ <br />Uj <br />aa Q <br />UL <br />owF <br />J (n <br />w <br />0- <br />z>zE <br />o <br />L <br />Q <br />wUz <br />o� <br />w <br />> <br />z L o a) <br />7 <br />LULU <br />LU <br />11 <br />LL <br />co <br />O Upp <br />a_ <br />PROJECT #: 1827 <br />DRAWN BY: SK <br />CHECKED BY: ST <br />ELEVATOR TYPE 1 <br />PLAN AND SECTION <br />6j <br />Q <br />z <br />w <br />J <br />LL <br />1 <br />1 <br />A.k <br />BUILDING A ELEVATOR PLAN - FLOOR 1 <br />1/4" = 1'-0" <br />A483 <br />PERMIT SET 10/09/2020 <br />