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PRECAST CONCRETE BAND <br />EXISTING WAREHOUSE 1.0 <br />BUILDING BEYOND <br />EXTERIOR WALL LIGHTS, COORDINATE WITH <br />PRECAST CONCRETE BAND <br />PRECAST CONCRETE WALL PANEL W/ TEXTURE NO. 2 <br />ELECTRICAL 26 GAUGE PRffINISHm GALVANIZED STEEL COPING (DOSED STANDARD RAKE) <br />DASHED LINE INDICATES ROOF LINE BEYOND (MEDIUM SANDPRECAST CON�TU WALLPANEL W/ TEXTURE NO. 1 2.0 <br />ALUMINUM WINDOW W/ 1- INSUL CLEAR LOW-E GLAZING EXTERIOR WALL LIGHTS <br />COORDINATE WITH ELECTRICAL <br />8'-0' HIGH PRECAST <br />CONCRETE <br />((I I <br />EI�DSE <br />Pg <br />7D�ETAI. <br />CHAIN LINK CATE NTH KNU _ __WAGE <br />LATCH WITH KEYED LOCK - ..._—.- <br />TERMINAL GATE POST WITH _ CAP <br />`.7 <br />,I II <br />1 <br />I i <br />f <br />TRUSS RODS WITH ADJU 110 bir s <br />14 <br />I <br />�N�1��1!��f��� <br />�eI�I�Y�nRI�YIIItlI�YV <br />NIII <br />N�lllll�ul@II�I� <br />II <br />IIIII1119�I�11VN�■il <br />I�I�I�'WII911 <br />I <br />I <br />I <br />���IIIIRI�II <br />--- --- --- --- --- --- --- --- --- --- <br />---------------------- ------ <br />EASTELEVATION SCREEN WALL ,A EAST ELEVATION a 26 GAUGE PREFlNISHED GALVANIZED STEEL COPING <br />DASHED LINE INDICATES ROOF UNE BEYOND CONCRETE FOOTING <br />SCALE 3/32' - 1'-0' AB 2 0 SCALE: 3/32' - V-O" A 6 / <br />- ALUMINUM WINDOW W 1 INSUL SCUPPE . S 6ALETAIL 4 STEEL OVERFLOW <br />CLEAR LOW-E GUZING SCUPPER, SEE DETAIL 4/AB <br />JOIST IN 129'-3' <br />TOP OF PRECAST 133'-2 1/2' <br />L-- <br />--- <br />-^- <br />--- <br />--` <br />--- <br />--- <br />T <br />- - <br />--- <br />--- <br />--- <br />-`- <br />- <br />_ <br />--- <br />- <br />--- <br />--- <br />--- <br />--- <br />--t <br />I ! <br />^- <br />--J <br />WINDOW HEAD 128'-0' <br />-� <br />T PREC(�ST MEDALLION/ <br />BAND 124-0 <br />- <br />_ <br />- <br />BOT. PRECAST BAND 121'-0'� <br />! <br />I <br />BOT. SCUPPER 118'-4' <br />26 GAUGE PREFINISHED GALVANIZE <br />STEEL COPING <br />PRECAST WALL PANEL JOINT <br />SEE DETAIL 6/A.8 <br />CONTROL JOINT 7'-2' A <br />� <br />SEE DETAIL y <br />F.F. 1_ O -0'� <br />1 — ---� _1 1 1---1--- — --- ------o-----1---------------1---1---1--- 1---1---1--- �---� <br />-- -- --- --- - - --------------------------------- ------ ------ <br />_ _ _ _ - RAIN WATER LEADER <br />WEST ELEVATION �2 1 TRENCH DRAW NO. 1, COORDINATE WITH CIVIL CONCRETE FOOTING <br />WEATHER-PROOF ELECTRICAL OPUTLET <br />SCALE: 3/32' - 1'-0' A6 <br />-EXTERIOR WALL <br />LIGHTS, <br />COORDINATE WTH ELECTRICAL <br />—PRECAST CONCRETE WALL PANEL W/ TEXTURE NO. 2 <br />(EXPOSED <br />STANDARD RAKE) <br />--PRECAST CONCRETE WALL PANEL W/ TEXTURE NO. 1 <br />(MEDIUM SAND BUST) <br />PRECAST WALL PANEL JOINT - <br />SEE DETAIL 6/A.B <br />r1 CONTROL JOINT 7'-2' <br />P SEE DETAIL _ <br />-PRECAST CONCRETE BAND <br />EXTERIOR INSULATION FINISH - <br />SYSTEM (EIFS) BEYOND <br />NEW PRECAST WALL PANELS - <br />L0. PRECAST 133'-2 1 /2' A <br />-,-� JOIST BEARING 129'-3' A <br />1 <br />A.8 - <br />DASHED LINE INDICATES <br />EXISTING METAL BUILDING <br />ROOF LINE (APPROX) <br />STEEL LADDER. SEE <br />DETAIL 111A.8 <br />F.FV <br />T. 0. FOOTING 96'-0• 111__—__1__1—__1—__1___1—__1___1___1J <br />-------------------------------------------------- <br />NORTH ELEVATION n <br />SCALE: 3/32' = 1'-0' AB <br />DASHED LINE <br />t <br />--- �__�j <br />TO REMAIN <br />BEYOND <br />METAL <br />BUILDING \ EXISTING <br />GIRTS � COLUMNS <br />L_--- <br />I I <br />II 1 I i <br />I I <br />I <br />11�■�������I�a-Illllllllllllllllblll---NIII <br />NORTH ELEVATION AT FACE OF EXISTING BUILDING <br />SCALE: 3/32" - V-O" �h] <br />26 GAUGE PREFiNISHED <br />GALVANIZED STEEL COPING <br />EXTERIOR WALL LIGHTS, <br />COORDINATE WITH ELECTRICAL <br />PRECAST CONCRETE WALL PANEL <br />X HEAD/SILL WITH TEXTURE NO. 1 <br />(MEDIUM SAND BLAST) <br />X. <br />_ TOP OF PR <br />_- - - --� WINDOW HEAD 12 ' <br />T.O. FT EI PRECAST MEDALUON/ <br />X BAND 124 <br />-_-- %'% JAMB-- BOT. PRECAST BAND 121'-0' <br />PRECAST CONCRETE WALL PANEL <br />-- --- ___ -- WITH TEXTURE NO. 2 <br />(EXPOSED STANDARD RAKE) <br />W-0' WIDE X 10'-0" HIGH <br />VERTICAL LOFT DOOR AND <br />till FRAME, PAINT <br />CONTROL JOINT 7'-2' <br />SEE DETAIL <br />HOLLOW METAL <br />DOOR AND FRAME, PAINT <br />F.F. ]DO'-O' A <br />T. 0. FOOTING 96'-0' _ro <br />SOUTH ELEVATION �1 <br />SCALE 3/32" - V-O' A6 <br />EXISTING <br />ON-GRADE <br />EXISTING RECESSED EXISTING <br />HOLLOW METAL - EXISTING NORTH METAL BUILDING ELEVATION <br />DOCK DOOR, PROTECT LOADING <br />DOCK DOOR TO BE DEMOLISHED TO BE RE -CLAD TO MATCH EXISTING EAST, <br />DURING CONSTRUCTION DOORS AND DISCARDED WEST, AND SOUTH ELEVATIONS <br />EXISTING HOLLOW METAL DOOR TO REMAIN <br />PROTECT DURING CONSTRUCTION <br />NEW HOLLOW METAL DOOR PAINT <br />NEW DOOR MARKER TO MATCH EXISTING <br />1��: vid Lesch-lik <br />Architects <br />14355 STi: Aveaut North <br />Pipiwct�, WN 5511;7 <br />Larson <br />Engineering, iris. <br />3524 L.Lo,e R:ai <br />"S.r;, 82 ar L3,:e, Mill 6511U <br />E51A61.9120 (;I 651Aal.9=1 <br />�mN!ar�onen9r.com <br />©e <br />KRAUS-ANDERSONa <br />CONSTRUCTION COMPANY <br />I I by certify that this Plan <br />epadficotion, or nporl was prepared <br />by ma or my undo died <br />upervhlon and Thal 1 am a duly <br />Iiaemad Architect in Ne eta4 of <br />Minnesota <br />DAVID LESCHAK <br />Typed Nom'e�. �/ <br />4 - /4� <br />24265 6-29-2012 <br />Regiatratm Number Date <br />DRAWN ARMSTRONG <br />CHECKED <br />DATE JUNE 29, 2012 <br />PROJECT NO. <br />REVISIONS <br />SHEET TITLE <br />Architectural <br />Eie nations <br />SHEET NO. <br />Ao6 <br />