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1'-5.1/2' 6'-0' <br />1 <br />6'-0' 2'-6 1/2' <br />Elm <br />X-BRACING, SEE NOTE 2'x2'xl/4' STEEL TUBE EXISTING TRUSSES <br />VERTICAL REINFORCING TO REMAIN <br />I I <br />PARAPET FRAMING: <br />6' IS Ga. METAL STUDS 16' OTC. (Max) 9 <br />l <br />N <br />I <br />II <br />I I <br />i <br />I _ _ <br />I <br />I <br />I <br />II <br />�I <br />i <br />ELEVATION <br />�45.1 <br />12' -11 1/2' 11' -1 1/2' -1' -11 1/2' <br />9 X-BRACING, SEE NOTE <br />�'► 12' 5'-6' S'-6' <br />2x6 PT TOP PLATE 2x6 PT TOP PLATE <br />r— <br />INJ <br />tt <br />' <br />er 0 <br />V" IIN <br />I I <br />2'x2'x1/4' STEEL TUBE PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE <br />VERTICAL REINFORCING 6' 18 Ga. METAL STUDS s 16O.C. (Max.) VERTICAL REINFORCING <br />I <br />II <br />II <br />_ I <br />I <br />� I I <br />II I <br />II <br />I <br />I <br />I <br />I <br />2x6 <br />.12' <br />'v N <br />__T <br />I <br />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 />I <br />11 II <br />I i � <br />I I m <br />I i <br />I I <br />II II <br />II I <br />II <br />I <br />I I <br />I I <br />ELEVATION <br />,45.1 <br />I <br />I <br />I I I <br />II <br />I <br />II <br />I <br />I <br />I <br />I <br />A5.1 ELEVATION <br />N <br />In <br />11 <br />II <br />I; <br />I <br />I <br />4' _B. <br />eELEVATION <br />A5.1 <br />PARAPET FRAMING: <br />6' 18 Ga. METAL STUDS + 16' O.G. (MaxJ <br />k-BRACING, SEE NOTE <br />2'-2' 4'-04 4'-0' 1'-10, <br />v 16 <br />2x6 PT TOP PLATE 11 <br />Lail IN 011 /1 <br />I - k/ I aq <br />2'x2'xl/4' STEEL TUBE <br />VERTICAL REINFORCING <br />PARAPET FRAMING: <br />6' 18 Ga. METAL STUDS 0 1& O.C. (Max.) <br />I <br />I I I I <br />I I <br />I I <br />I I <br />ELEVATION <br />�>G <br />4'-5' 3'-1 1/2' <br />eELEVATION <br />A5.1 <br />tt <br />I I ' <br />I <br />NOTE: X-BRACING IS IN, 14 Ga. FLAT STRAFING <br />SECURED AT EACH INTERSECTING STUD. <br />I <br />NOTE: CONTRACTOR SHALL VERIFY ALL ROUGH <br />OPENINGS WITH WINDOW/DOOR MANUFACTURER <br />I <br />I <br />a5.1 ELEVATION <br />4'-44 <br />o <br />2x(o PT TOP PLATE <br />N <br />0 <br />d) <br />Lu <br />u� <br />0 <br />N <br />BOX BEAM <br />(3) 6', 12 Ga. <br />HUGQ210-3-SDs <br />In <br />I <br />OPEN <br />Ilk <br />eELEVATION <br />Ab.l <br />�>v <br />_01 ?'-d' <br />`r <br />0 <br />�t <br />II <br />II <br />I <br />I r <br />I M <br />II <br />II <br />I <br />i <br />ELEVATION <br />�45.1 <br />2'x2'xl/4' STEEL TUBE <br />VERTICAL REINFORCING <br />�I <br />I II <br />� I <br />I <br />� I <br />II <br />;I <br />i <br />_ _ I <br />A5.1 ELEVATION <br />le 23'-0' <br />2'-4' 6'-0' 6'-0' 6'-0' <br />0 <br />I <br />PARAPET FRAMING: 2'x2'xl/4' STEEL TUBE <br />6' 18 Ga. METAL STUDS * 16' O.C. (Max.) VERTICAL REINFORCING X-BRACING, SEE NOTE <br />I <br />II I II <br />I <br />li I I I I I II <br />II I II <br />I <br />I <br />I <br />I <br />,45.1 <br />ELEVATION <br />5'-11' <br />2x(o PT TOP PLATE <br />_ (L <br />0 <br />I �I <br />I I <br />2 x2'xl/4' STEEL TUBE I <br />VERTICAL REINFORCI�* <br />II II <br />I I <br />11 II <br />I n I <br />I I <br />I 11 <br />I I II <br />II II <br />II ull <br />I I <br />I <br />( I <br />I i <br />N ELEVATION <br />I1' -1 1/2' <br />7../ o't 7/1C CI A r= <br />9 <br />LE <br />z <br />0 <br />V) <br />w <br />a <br />0 <br />0 <br />z <br />O <br />11 <br />0 <br />> <br />Ld <br />� <br />3 <br />w <br />a <br />o <br />im <br />10 <br />I<o_ <br />W <br />P @ <br />�o �o <br />o <br />® <br />BiI @ o <br />o <br />� <br />IMI® <br />ps0 <br />@9 <br />Z <br />r <br />c <br />LEI <br />y Q G C U <br />O O <br />" y V) a ca <br />0 <br />Z <br />Z <br />O <br />0 <br />> a <br />C O <br />m <br />1n n .o <br />o moo <br />J E z <br />< 0¢ . <br />w <br />a o <br />( W <br />�Y z <br />z <br />C m w E <br />E <br />Lu <br />O <br />� <br />nU, <br />1� <br />V <br />CIL <br />LL <br />X-BRACING, SEE NOTE t <br />NORTH m s <br />° ELEVATION <br />THIS IS "PLAN" NORTH <br />,p_ FOR ACTUAL BUILDING 0 <br />° ` /� ORIENTATION REFER TO <br />°° 0�/9SITE PLAN (BY OTHERS) m N <br />NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS IN FIELD. _ * *� * _ SHEET N0. <br />01 96 <br />FRAMIN& ELEVATIONS �°°° ° �' <br />SCALE: I/4" = I'-O" <br />