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0 <br />m <br />CD <br />N <br />;4� <br />0 <br />0- <br />t <br />i. <br />I , BEAM, <br />l <br />a 1 REF PLAIN <br />� Y <br />11 <br />54.10 <br />P <br />ADIUM STAIR <br />1 /411 4 1 1-011 <br />1 <br />OVERFRAMING, REF <br />2 / 54.01 FOR SIZE <br />AND SPACING, TYP <br />3625162-43 PONY <br />WALL AT 16" OC <br />10 <br />54.1fl TYP <br />3625250-43 WALL <br />STUDS AT 16" OC, <br />TYP UNO, DIAGONAL <br />BRACING AT 4'-0" OC <br />(USE BRACING FOR <br />WALLS GREATER <br />THAN 1 Y) 4 <br />54.10 <br />"J TYP <br />E STAIR SECTION <br />=111111110111110 <br />(E). LEVEE: 02 <br />GUARDRAIL BY OTHERS, <br />REF 12 / 54.10 FOR <br />CONN TO STRUCTURE <br />METAL JOISTS, REF <br />1 /SPA54.01 FOR SIZE AND <br />--- ,� CING <br />OF FRAMING METAL JOISTS, REF <br />= BEYOND 1 / 54.01 FOR FRAMING <br />. AND SPACING TYP <br />4 <br />54.10 TYP <br />WADI UM STAIR - STAIR SECTION <br />1 /4" = i 10011 <br />3625250-43 WALL <br />STUDS AT 16" OC, <br />TYP UNO W/ <br />DIAGONAL <br />BRACING AT 48" OC <br />(USE BRACING FOR <br />WALLS GREATER <br />THAN 10') <br />, .4 � a - <br />11 <br />54.10 <br />—7--f- _____TYP <br />I� <br />f <br />P , <br />P _ P <br />STADIUM STAIR _ STAID SECTI <br />1 /A 11 1 9—011 <br />3625250-43 WALL STUDS <br />AT16"OC, TYP UNOI <br />WITH DIAGONAL <br />BRACING AT 48" OC (USE <br />BRACING FOR WALLS <br />GREATER THAN 10'a0") <br />4 <br />54.10 <br />TYP <br />11 <br />54A <br />f METAL JOISTS, REF 1 / 54.01 <br />FOR FRAMING AND SPACING, <br />TYP <br />12 <br />54.10 <br />10 <br />54.10 <br />TYP <br />4 (/ <br />LINE OF FRAMING <br />BEYOND <br />_(E)_ LEVEL_rJ_2_- <br />_ (E) LEVEL 01 <br />(F)) EVEL 02 <br />METAL JOISTS, REF 1 / 54.01 <br />FOR FRAMING AND SPACING, <br />TYP <br />3625162-43 <br />1 <br />til ( a (F)_LEVEL _ <br />KEYNOTE LEGEND <br />AEF41 <br />(2) 60OS200-68 (BACK -TO -LACK) SEAM. REF 20IS6.13 <br />CFS DEADER. REF 1i56.11 FOR FRAMING AND 2t56.11 FOR SIDE <br />C <br />STADIUM STAIR - LEVEL 1 <br />tak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />10 <br />PA <br />M� <br />o-� <br />P <br />L <br />ENi. WEER „ <br />17700 SW Upper 600nes Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />froelich-enciineers.com I FE# 19-T172 <br />CONSULTANT <br />0 <br />Uj <br />00 <br />0 <br />om <br />a g <br />I� <br />CIA W <br />® {>@ � <br />F ey a�e a <br />TITLE <br /># DATE <br />DESCRI <br />B 5/20/2020 <br />PERMIT F <br />C 5/20/2020 <br />PLAN RE <br />E 7/29/2020 <br />PERMIT f <br />?TION <br />iEVIEW 1 <br />/ISIONS <br />:EVIEW 2 <br />PROJECT N <br />5's <br />4 <br />0-0"' <br />m <br />4 2020 OTAK, INC. <br />It this drawing is not 24"x 36" it has been <br />reduced/enlarged. Scale accordingly. <br />1 /4" e i f-011 <br />