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MN <br />A <br />T.O. STUD - PENTHOUSE <br />144'-0" <br />A <br />B <br />0 <br />I II <br />I? <br />rn <br />PENTHOUSE <br />128'-0" <br />ell'-010'-0" 10'-0" <br />moo NORTH ELEVATION - PENTHOUSE <br />1/8" = 1'-0" <br />0 6' 12' <br />6.5 6.6 7 <br />T.O. STUD - PEN_ THOU <br />144'-0" <br />PENTHOUSE <br />128'-0" <br />1'8" <br />SOUTH ELEVATION - PENTHOUSE <br />1/8" = 11 <br />0 6' 12' <br />�T O. STUC <br />129'-2" <br />BBASEUL_ <br />113'-4" EQ EQ EQ <br />NORTH ELEVATION - B209 <br />1/8" = 1'-0" <br />0 6' 12' <br />Q <br />T.O. MASONRY CHILLER <br />ENCLOSURE <br />E BASEML <br />100'-0" <br />NORTH INTERIOR FACE - CHILLER ENCLOSURE <br />1/8" = 1'-0" <br />0 6' 12' <br />T.O. MASONRY CHILLER <br />ENCLOSURE <br />Q�_l 08'_0" - <br />L BASEM <br />100'-0" <br />BRICK LEDGE 98'-8" 1 <br />u�u <br />5'-4" <br />WEST ELEVATION - A126 <br />B <br />04.02 <br />2 3 4 5 <br />9.9 9 .9 <br />07.09 <br />10'-0" <br />10'-0" <br />7 <br />7.9 8 8.9 9 9.9 10. 11.711.8 <br />,T 11 Y � <br />10'-01, 10'-01, 10'-01, 10'-01, 10'-0" <br />TL DK J <br />�T O.STUD <br />129'-2" <br />0 <br />in <br />0 <br />in <br />Q BASEUL <br />113'-4" <br />EAST ELEVATION - AREA'B' <br />1/8" = 1'-0" <br />0 6' 12' <br />(3D.9 <br />0 <br />T.O. MASONRY CHILLER <br />ENCLOSURE <br />BBASEML <br />100'-0" <br />.� SOUTH INTERIOR FACE - CHILLER ENCLOSURE <br />1/8" = 1'-091 <br />0 6' 12' <br />C C.7 <br />A <br />T.O. MASONRY CHILLER <br />_ ENCLOSURE <br />BBASEML_ <br />100'-0" <br />WEST INTERIOR FACE - CHILLER ENCLOSURE <br />OR (Q.4) Q P.8 <br />STUD - PENTHOUSE <br />144'-0" <br />EN <br />M <br />i� <br />_PENTHOUSE <br />128'-0" 11 <br />EQ J, EQ J, EQ J, EQ -N:l <br />6 <br />P N.8 <br />oc 1 EAST ELEVATION - PENTHOUSE <br />T.O. STUD.- PENTHOU: <br />144'-0" <br />PENTHOUSE <br />128'-0" <br />0 6' 12' <br />N.8 P P.8 tQ (Q.4) R <br />I <br />�E <br />07.09 07.38 <br />- <br />L <br />CIO) <br />EQ <br />EQ <br />EQ <br />EQ'-0� <br />WEST ELEVATION - PENTHOUSE <br />1/8" <br />0 6' 12' <br />0 <br />T.O. STUD _ <br />129'-2" <br />A <br />rBASEUL_ <br />113'-4" <br />WEST ELEVATION - C202 <br />1/8" = 1'-091 <br />0 6' 12' <br />1/8" = 1'-0" <br />0 6' 12' <br />(C.7 C <br />03.01 04.09 <br />_ STUD <br />O0_U9'2 -" <br />ABASEUL <br />113'-4" <br />7 8 <br />9.9 9 8.9 <br />EXTERIOR ELEVATION KEY <br />F7 <br />A5.104 E7 Q <br />F4 A5.104 1 <br />A5.104 <br />I I <br />___ <br />E1 1 _4 <br />A5.104 <br />F1 D6 <br />A5.104 A5.104 <br />E2 D3 <br />E4 A5.104 A5.104 D5 <br />A5.104 A5.104 <br />B1 A5.104 <br />A5.104 L__J <br />C5 I 135 <br />A5.104 A5.104 <br />I I <br />L C1 J <br />A5.104 <br />8 7.9 <br />I, EQ 11, EQ ,I, EQ .I, EQ .I, EQ .I, CURVED ,IA'-5 7/8';I <br />NORTH ELEVATION - AREA 'B' <br />�� 0 6' 12' <br />T.O. MASONRY CHILLER <br />ENCLOSURE _ <br />BASEM` <br />BRICK LEDGE <br />v 98'-8"- <br />1 <br />STEPPED BRICK LEDGE III I I ICI I III III III III III III III III 1 I III TI1, TIT, <br />9'-3" 10'-9" T-0" T-0" X T-0" T-0" T-0" 5-4" <br />IN <br />rA l EAST ELEVATION - A126 <br />M <br />C? <br />a� <br />BBASEUL <br />113'-4" <br />0 �� NORTH ELEVATION - A201 <br />1 /8 - 1 -0 <br />0 6' 12' <br />Q <br />M <br />0 <br />co <br />�BASEUL <br />6.6 <br />A <br />NEW ELEMENTARY <br />SCHOOL <br />15198 Forest Boulevard <br />Hugo, Minnesota 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Ave <br />White Bear Lake, Minnesota 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />W KRAUS-ANDERSON® <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />MATERIALS KEY <br />KEY MATERIAL <br />03.01 <br />CONCRETE <br />04.02 <br />BRICK 2 RED <br />04.09 <br />CAST STONE <br />07.09 <br />PREFINISHED RAINSCREEN <br />ALUMINUM COMPOSITE PANEL 1 <br />07.10 <br />PREFINISHED RAINSCREEN <br />ALUMINUM COMPOSITE PANEL 2 <br />07.37 <br />PREFINISHED METAL COPING 1 <br />07.38 <br />PREFINISHED METAL COPING 2 <br />07.39 <br />INTEGRAL METAL COPING <br />07.92 <br />OVERFLOW SCUPPER <br />07.93 <br />PRE -PAINTED CORRUGATED METAL <br />PANEL <br />08.59 <br />PREFINISHED ALUMINUM LOUVER <br />08.93 <br />CURTAINWALL SYSTEM <br />EXT ELEVATION GENERAL NOTES <br />1. ALL INTERIOR CORNERS TO BE BRICK <br />EXPANSION JOINTS <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />ARCHITECT <br />under the laws of the State of MINNESOTA <br />%l /1 1 <br />is 7J i 'I <br />License Paul Aplikowski <br />Number: 42737 Date 11/20/2020 <br />Revisions <br />Description I Date Num <br />Addendum #1 12/04/20 1 <br />Addendum #2 12/10/20 2 <br />Comm: 192237 <br />Date: 11/20/2020 <br />C <br />Drawn: SH <br />Check: EBL North <br />Ell <br />INE11111 <br />INT: <br />MEIN <br />113'-4" 6-0" 10'-0" 10'-0" <br />(; 1 WEST ELEVATION - A201 <br />i <br />EXTERIOR <br />ELEVATIONS <br />Scale: As indicated <br />A5m <br />l 04 <br />1/8" = 1'-011 <br />0 6' 12' <br />0 6' 12' <br />1/8" = 1'-011 <br />0 6' 12' <br />