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3 � <br />AL2 A1.2 <br />E '-8"A — — — — --I <br />T.O. HSS STEEL <br />I I I I <br />I I I I <br />I I I I <br />B I I B A B I I <br />I I I I <br />I I I <br />2 -8n I A1.2 A1.2 21-811 <br />i n i n = 19'-•4" A.F.F. <br />= 19 - A.F. _ _ _ " 7.13 TYP.I I 1 - A.F.F._ _ � I <br />T.Q. MASONRY i I I 1_ n T.O. MASONRY I I T.O. MASONRY I I ( 1 <br />EL.- 1q -0 A.F.F. <br />8 U J B.O. HSS STEEL <br />I I I I <br />+ A1.2 i i 5.10 t 1 i i <br />- TYP. � <br />i i TYP. 7.12 -I- <br />EL.= IT- 3 8" A.F.F. _ _ - - 1T- 3 8" A. _ _ - @k .= 17'-4 3/8" A.F.F. <br />JOIST BEARING JOIST GEARING r I JOIST BEARING <br />5.12 TYP. <br />TYP. 4.13 (:') <br />_.: <br />TYP.(8")(4.10 <br />TYP. 5.80 <br />ao <br />m <br />TYP. <br />TYP. <br />9.16 )TYP. <br />THE CANOPIES FOR THE MAIN ENTRY <br />AND DRIVE-THRU SHALL INCLUDE <br />EXPOSED METAL ROOF DECKING WHICH <br />SHALL BE RECEIVE A PAINT FINISH <br />THE GENERAL CONTRACTOR'S BID <br />SHALL INCLUDE LINE ITEM PRICING AT <br />THESE AREAS FOR: <br />1) TYPE 1 1/2' DEEP, 20 GA., TYPE 'B' <br />METAL DECKING WITH EXPOSED <br />FASTENERS <br />2) EPICORE ER2R-20 METAL DECKING <br />WITH CONCEALED FASTENERS <br />REFER TO STRUCTURAL DRAWINGS <br />)W�L <br />---------------------------- -- -- <br />IEL. = 12'-0" A.F.F. _ <br />1 B.O. STEEL CANOPY <br />--------------- <br />EL.- 10'-8 3/8" A.F.F. <br />B.O. LINTEL <br />rh - 8'-0" A.F.F. _ <br />LIGHT FIXTURE <br />MOUNTING HEIGHT <br />BEYOND <br />THE CANOPIES FOR THE MAIN ENTRY <br />AND DRIVE-THRU SHALL INCLUDE <br />EXPOSED METAL ROOF DECKING WHICH <br />SHALL BE RECEIVE A PAINT FINISH <br />THE GENERAL CONTRACTOR'S BID <br />SHALL INCLUDE LINE ITEM PRICING AT <br />THESE AREAS FOR: <br />1) TYPE 1 1/2' DEEP, 20 GA., TYPE 'B' <br />METAL DECKING WITH EXPOSED <br />FASTENERS <br />2) EPICORE ER2R-20 METAL DECKING <br />WITH CONCEALED FASTENERS <br />REFER TO STRUCTURAL DRAWINGS <br />TYP. 2.20 <br />EL. = V-0" _ <br />FINISHED FLOOR <br />. <br />8.10 )TYP. <br />.25 ) TYP. <br />M..= IL —V' A.r.r. <br />B.O. CONCRETE BEAM <br />1.20 <br />L------------ <br />. <br />--------- <br />I. <br />I� <br />_I..i <br />/1WALL SECTION <br />EL.- 1 '- <br />T.D. MAf <br />EL.= 10- <br />J01ST BI <br />- 13'- <br />CENTER <br />0' <br />FINISHEC <br />REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE <br />TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF <br />THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' <br />(TYP.). WHERE 50, KEYED NOTES WILL NOT BE <br />DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD <br />THE CONTRACTOR REQUIRE CLARIFICATION OF ANY <br />SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) <br />SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO <br />51D <br />C <br />At <br />WALL SECTION <br />SCALE:U <br />A5,00 <br />