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m <br />X-BRACING, SEE NOTE <br />-0' 6'-0' 6'-0' 6'-0' 2'-6 1/2' 2'-24'-0'10 <br />2x6 PT TOP PLATE 2x6 PT TOP PLATE <br />(L <br />4L44 <br />�t <br />i.N <br />I I I <br />AIR.- <br />2'x2'xl/4' STEEL TUBE <br />X-BRACING, SEE NOTE 2VERTI/4- REILL TUBENG TOISREMAINRUSSES I ( VERTICAL REINFORCING <br />PARAPET FRAMING: <br />PARAPET FRAMING: I I 8' 18 Ga. METAL STUDS 9 16' O.C. (Max.) <br />6' 18 Ga. METAL STUDS + 16' O.C. (Max.) <br />I I I I I I <br />I I I I I I <br />I II 11 I <br />II I I I <br />i I I I <br />I I I I <br />I I I I <br />A5.1 ELEVATION ,45.1 ELEVATION <br />12' -11 1/2' 11' -1 1/2' -1' -11 1/2' <br />ol <br />0 X-BRACING, SEE NOTE <br />12' 5'-6' S'-6' 6'-0' <br />2x6 PT TOP PLATE 2x6 PT TOP PL <br />(L <br />NL Hi0 <br />--.1p <br />I <br />1'x2'xl/4' STEEL TUBE PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE <br />VERTICAL REINFORCING 6' 18 Ga. METAL STUDS 0 16' O.G. (Max.) VERTICAL REINFORCING <br />12' . fo'-0. <br />5'-0' 6'-0' .12' <br />... JL <br />I <br />I 2'x2'xl/4' STEEL TUBE X-BRACING, SEE NOTE <br />VERTICAL REINFORCING <br />I <br />PARAPET FRAMING: <br />6' 18 Ga. METAL STUDS ® 16' O.C. (Max.) <br />11 II <br />I I <br />m <br />I I <br />li II <br />I II <br />I I <br />I I <br />I I <br />I I <br />ELEVATION <br />�45.1 <br />I <br />II <br />II <br />I <br />I I I <br />I II <br />II <br />I <br />I <br />I <br />I <br />A5.1 ELEVATION <br />N <br />lQ <br />4' -5' <br />xb PT TOP FLA <br />eELEVATION <br />A5.1 <br />G3�. iIi11 <br />eELEvATION <br />A5.1 <br />2'-0' 6'-0' , -0' <br />PARAPET FRAMING: <br />6' 18 Ga. METAL STUDS 5 16' O.G. (Max.) <br />N <br />I I 1 <br />N <br />NOTE: X-BRACING IS 1', 14 Ga. FLAT STRAFING <br />SECURED AT EACH INTERSECTING STUD. <br />I <br />NOTE: CONTRACTOR SHALL VERIFY ALL ROUGH I 1 <br />OPENINGS WITH WINDOW/DOOR MANUFACTURER <br />I <br />I <br />A5.1 ELEVATION <br />N <br />i) <br />L. 41-4' 1/ (0'-0' 1/ 6,-0N 11 (01-0' ,/ 6'-0' 1/ 2'-4' <br />.1,_at. <br />2x6 PT TOP PLATE <br />N <br />4 r <br />F <br />OF <br />O <br />d) <br />BOX BEAM <br />(3) 6', 12 Ga. <br />HUCQ210-3-SDS <br />�n <br />7 <br />- <br />OPEN I <br />eELEvATION <br />A5.1 <br />4' - 3' <br />II II <br />II II <br />I I <br />I I <br />I I <br />I I <br />ELEVATION <br />I <br />r <br />I I I I m <br />I I I I II <br />I II <br />I <br />ELEVATION <br />,45.1 <br />23'-0' <br />2'-4' 6'-0' 6'-0' <br />Wa <br />3'-6' II'-5' <br />24 6 PT TOP PLATE <br />I II <br />2'x2'xi/4' STEEL TUBE I <br />VERTICAL REINFORCING <br />I <br />I <br />ELEVATION <br />1'-8' <br />PARAPET FRAMING: 2'x2'x1/4' STEEL TUBE I <br />6' 0 Ga. METAL STUDS ® 16' O.C. (Max.) VERTICAL REINFORCING X-BRACING, SEE NOTE <br />I <br />II I II <br />I _ <br />I <br />I I I I I m <br />li I I I I I II <br />II I II <br />I <br />�45.1 <br />ELEVATION <br />5'-11, <br />2xb PT TOP PLATE <br />I � I <br />2 x2'xi/4' STEEL TUBE I <br />VERTICAL REINFORCII K* <br />11 II <br />I I <br />11 II <br />I n I <br />I I <br />N I II <br />I I If <br />21 <br />II II <br />I I II <br />11 II <br />I f <br />I I <br />I I <br />" ELEVATION <br />>45.1 <br />11' -1 1/2' <br />z <br />0 <br />U5 <br />Qf <br />w <br />0 <br />0 <br />z <br />CA <br />J <br />Z <br />0 <br />`1 <br />W <br />0 <br />O <br />cr <br />0 <br />Q <br />� <br />U <br />Q <br />W <br />P � o <br />�o �o <br />Q <br />a <br />to <br />0 <br />@� <br />a <br />Z <br />u <br />o <br />c <br />� <br />Q <br />acu <br />o0 <br />.1 <br />V) <br />aco <br />0 <br />m d 7 <br />o c <br />z <br />c a ; <br />z <br />c o <br />m-o <br />c-a <br />C� <br />�-1 <br />/ ) <br />C�_ T <br />V <br />Q 0 U p <br />J <br />E <br /><0¢�W <br />ko <br />ci <br />W <br />�no Rto) <br />- <br />l <br />w <br />v <br />0 <br />1 y <br />Z <br />1.o <br />5 <br />Z <br />N m W <br />I- ¢ E <br />C <br />�t <br />tD DA �— <br />N Q <br />Lu <br />�X Lu Lu <br />r <br />fn <br />O � lCi <br />O710 <br />X-BRACING, SEE NOTE t <br />,, NORTH s <br />ELE <br />VAT (ON ��4 THIS IS "PLAN' NORTH lri <br />+P�F�� <br />a�°°°°°°o, �i FOR ACTUAL BUILDING 0 <br />ORIENTATION REFER TO <br />-2�0JN� °°� % SITE PLAN (BY OTHERS) m N <br />NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS IN FIELD. _ * ;ram *® �o * SHEET N0. <br />AR001 <br />FRAMING ELEVATIONS °°°° ��.� m � <br />,�/ ooO-oo. 000°Oo° ��` O <br />0 <br />SCALE: 1/4" = 1'-0" ','�����seie"fill i A��``, ` D <br />