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ISSUE & REVISION <br />COUNCIL WORK SESSION 10/4/21 <br />CFB SIDING <br />MFR STONE <br />DECORATIVE CMU <br />ABOVE GRADE, SEE <br />ELEVATIONS - <br />SMOOTH CMU <br />( WATERPROOFING <br />TERMINATION <br />SMOOTH CMU <br />BELOW GRADE <br />INS TO TOP OF <br />FOOTING, TYP. <br />II III= <br />III ° I ql <br />SLOPE TOP CHORD <br />TO DRAIN i" PER FOOT <br />30" MIN. TRUSS DEPTH <br />SEE STRUCTURAL DWGS <br />SLOPE TOP CHORD <br />TO DRAIN i" PER FOOT <br />-- -- -- ---- <br />1 h‘l <br />.. ' r�11rIL11 .....<. Innmlll /_\ /_\do" <br />1 Af/r <br />ss, <br />KAI <br />n <br />TYPICAL BUILDI\G SECTIO\ <br />1 /4" = 1'-0" <br />FLOOR DRAIN ELEV. <br />88'-9 4", SEE <br />A300 FOR LOCATIONS, <br />VFY W/ MECH. <br />VERIFY FTG HEIGHT <br />WITH STRUCTURAL <br />rs <br />rA <br />G <br />rA <br />rA <br />rA <br />r <br />rf/r <br />.reA <br />'il <br />AIL T.O. PLATE <br />138'-6 3/4" <br />CFB SIDING <br />WOOD FRAME <br />T.O. SUBFLR — 3RD <br />120'-3 3/4" <br />VINYL WINDOWS <br />T.O. PLANK— 1ST <br />100'-0" <br />DECORATIVE CMU ABOVE GRADE, <br />SEE ELEVATIONS <br />SMOOTH CMU © WATERPROOFING <br />TERMINATION <br />SMOOTH CMU BELOW GRADE <br />F , 1 1E111_11 <br />dl l 1I I I <br />l l 11 l I I I IIIIII III III—ITIIII 1II=III " •• <br />• ,1E111E111E111E111E111E111E111E111E111 <br />11II =ITl II =I11 <br />I I11111 III III III=III III 111=1 I 1 111 111-1 I I= I - <br />II III III III 111 III P <br />III 111 I1 1-111=III=111=111=111=111=111=111 <br />•1-111-11 11111111E IIIIII--1I I 111— <br />11L-11 III'1=111= III III toI II <br />1 IIIIII <br />111 <br />:HaIII.1 <br />11111111111111111E <br />>:f:d11E111111111 <br />>'an III III=1i1 <br />i r I III III —I I <br />�n III <br />11 <br />11 111i 1• � � 1111111 IEI I I I I I <br />=11=11=_ _ _ `1=111-111-1 = 11 dill=l l l iI <br />IIII-111EIIIEIII=IIIEIIL—III -III=III=111d1 Illd <br />11 1I� �1111 11I-1 I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II 111-11 <br />= I- -- _Iilillliiillllilili l iilllIII— =ffil TlE111=-1 <br />SLAB @ PERIMETER — GARAGE <br />89-212 <br />T.O. SLAB @ COLUMNS — GARAGE <br />89'-0" <br />0 2' 4' 8' <br />7 <br />0 <br />U <br />V <br />0 <br />U <br />0 <br />0 <br />/^r/ <br />n <br />COMM #1914 <br />MEP ENGINEERS: <br />STRUCTURAL ENGINEER: <br />LANDSCAPE ARCHITECT: <br />CIVIL ENGINEER: <br />DEVELOPER: <br />a <br />M <br />ce o O <br />Q N <br />L CL O <br />M Cn O lf) <br />. <br />ON 0 LoO <br />O <br />O vO�U~)�H <br />0) <br />Lu <br />— <br />Cr O N <br />LU �� <br />J Lf7 <br />LL O c �C) <br />71- C <br />z <br />Tel: 612.243.4637 <br />CV <br />c0 N— <br />LL LID <br />OW cvL° <br />> cy)� <br />J_ u) <br />i Z 0 <br />o> <br />W a) (a <br />_ co <br />I— 2 CO <br />O <br />2 <br />U <br />o <br />o <br />O <br />Q QO <br />o <br />U w K Z <br />W t W Z <br />LL51co <br />z2wo <br />awQIL <br />ID<co <br />0 <br />W <br />= Q = LL <br />I— LL 1— O <br />YWocn <br />IO< <br />Q <br />U Q O W <br />i U 2 <br />W K Q <br />W <br />W <br />= W 7 Z <br />_ Ce CO D <br />NO. 16390 <br />BUILDING SECTIONS <br />A600 <br />02021 Miller Hanson Architects <br />