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MN <br />0 <br />A <br />B <br />C <br />FBI <br />E <br />1 <br />2 <br />3 <br />DOOR / OPENING SCHEDULE MAIN LEVEL AREA'E' <br />DOOR NO <br />DOOR / OPENING <br />LABEL/ <br />RATING <br />OVERALL <br />WIDTH <br />FRAME <br />GL <br />MOUNTING CONDITIONS <br />HDW GRP <br />REMARKS <br />ITYPE I QTY IWIDTH 1HEIGHT I MATL <br />TYPE DEPTH I MATL <br />HEAD IJAMB ISILL <br />E 100A <br />FG2 <br />1 <br />T-0" <br />T-0" <br />WD <br />90 MIN <br />8'-2" <br />F R 6 <br />-- <br />HM <br />-- <br />A6/A4.801 <br />A6/A4.801 <br />-- <br />60 <br />4 <br />E100B <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />90 MIN <br />0" <br />FR 6 <br />-- <br />HM <br />-- <br />-- <br />-- <br />-- <br />60 <br />2 <br />E100C <br />MCDF <br />1 <br />V-6" <br />T-2" <br />ST <br />90 MIN <br />1'-10" <br />MCDF <br />-- <br />ST <br />-- <br />E1/A4.801 <br />B6/A4.801 <br />-- <br />E 102 <br />G <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />10'-0" <br />FR 3A <br />-- <br />HM <br />-- <br />Al /A4.801 <br />Al /A4.801 <br />-- <br />27 <br />E103L <br />-- <br />-- <br />4'-1 <br />T-2" <br />-- <br />-- <br />4'-0" <br />FR 5A <br />-- <br />HM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />E105A <br />G <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />11'-0" <br />FR 3A <br />-- <br />HM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />27 <br />E105B <br />G <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />li <br />FR 3A <br />-- <br />HM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />28 <br />E 107 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />8'-1 <br />FR 3A <br />-- <br />HM <br />-- <br />Al /A4.801 <br />Al /A4.801 <br />-- <br />27 <br />E 108 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />6'-0" <br />F R 7 <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />27 <br />E 111 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />4'-8" <br />FR 2A <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />19 <br />4 <br />El 12 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />4'-8" <br />FR 2A <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />19 <br />4 <br />El 13 <br />G <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />T-4" <br />FR 3A <br />-- <br />HM <br />-- <br />See Elev. <br />See Elev. <br />See Elev. <br />28 <br />E114A <br />AL2 <br />1 <br />T-0" <br />T-0" <br />AL <br />-- <br />T-0" <br />SF5 <br />-- <br />AL <br />-- <br />See Elev. <br />See Elev. <br />See Elev. <br />63 <br />E114B <br />AL2 <br />1 <br />T-0" <br />T-0" <br />AL <br />-- <br />T-0" <br />SF5 <br />-- <br />AL <br />-- <br />See Elev. <br />See Elev. <br />See Elev. <br />64 <br />E 115A <br />F <br />1 <br />T-0" <br />T-0" <br />HM <br />-- <br />T-4" <br />FR 1 <br />-- <br />HM <br />-- <br />Al /A4.801 <br />Al /A4.801 <br />-- <br />38 <br />E115B <br />AL2 <br />1 <br />T-0" <br />T-0" <br />AL <br />-- <br />T-0" <br />CW1 <br />-- <br />AL <br />-- <br />See Elev. <br />See Elev. <br />See Elev. <br />08 <br />1 "E" <br />E115C <br />AL2 <br />1 <br />T-0" <br />T-0" <br />AL <br />-- <br />T-0" <br />CW1 <br />-- <br />AL <br />-- <br />See Elev. <br />See Elev. <br />See Elev. <br />10 <br />E116A <br />F <br />1 <br />2'-8" <br />T-0" <br />FRP <br />-- <br />T-0" <br />FR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />24 <br />E116B <br />F <br />1 <br />2'-8" <br />T-0" <br />FRP <br />-- <br />T-0" <br />IFR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />24 <br />E 116C <br />F <br />1 <br />2'-8" <br />T-0" <br />WD <br />-- <br />T-0" <br />FR 1 <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />24 <br />E116D <br />F <br />1 <br />T-0" <br />T-0" <br />FRP <br />-- <br />T-4" <br />FR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />23 <br />E 117 <br />IF <br />1 <br />2'-8" <br />T-0" <br />IWD <br />-- <br />T-0" <br />FR 1 <br />IHM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />40 <br />E 118 <br />IF <br />2 <br />3'-0" <br />T-0" <br />JWD <br />-- <br />ii <br />FR 1 <br />IHM <br />-- <br />A l /A4.801 <br />JAVA4.801 <br />-- <br />145 <br />GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'E' <br />OVERALL I OVERALL I NUMBER OF I MOUNTING CONDITION <br />MARK Type WIDTH HEIGHT FIXED PANELS I Head Jamb I Sill Hardware Set I REMARKS <br />GS-E101A <br />GS 1 <br />9'-1 <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-E101 B <br />GS 2 <br />1 <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-E104A <br />GS 1 <br />9'-6" <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-E104B <br />GS 2 <br />T-0" <br />8'-0" <br />1 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-E109 <br />IGS 1 <br />9'-6" <br />8'-0" <br />12 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-E110A <br />IGS4 <br />8'-4" <br />11 <br />12 <br />1 See Elev. <br />I See Elev. <br />I See Elev. <br />GS-El 11 <br />IGS4 <br />1 V-9 1/2" <br />11 <br />11 <br />1 See Elev. <br />I See Elev. <br />I See Elev. <br />OPERABLE WALL SCHEDULE MAIN LEVEL AREA'E' <br />DOOR NO <br />WIDTH <br />HEIGHT <br />TYPE <br />MOUNTING CONDITIONS <br />I HDW GRP <br />REMARKS <br />IHEAD IJAMB SILL <br />OW -Ell 26-0" 8'-0" 1 FGP-1 I See Elev. I See Elev. I See Elev. <br />1 2 3 <br />- 9'-8" 111 <br />26'-0" <br />14'-8" ,,, 1 V-4" , 2'-8'; <br />F7 <br />A5.2 <br />L � - F3 <br />c7 A5.603 CW19 <br />Cwn 33 <br />A <br />N .I <br />10 <br />4'-0" 21 <br />� MBD I <br />F1 s <br />A5.205 <br />M <br />coLASSROOM <br /><-- n2 E106 <br />N <br />o 00 <br />- <br />o a0 <br />z <br />F <br />4 5 6 7 <br />DOOR SCHEDULE GENERAL NOTES <br />1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. <br />2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: <br />GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. <br />MASONRY PARTITIONS: <br />4" WALL: 3 3/4" FRAME <br />6" WALL: 5 3/4" FRAME <br />8" AND GREATER WALL: 7 3/4" FRAME <br />FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL <br />SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. <br />3.9 4 4.3 4.6 5 5.8 6 6.3 6.5 6.6 <br />28'-10" - 11'-1" 5'-7" T-111/2" 12'-11/2" 4'-2" 11 -15 " <br />34'-1 457-11" <br />17'-6" 13'-10" - " 17'-4" 4'-1 8'-0" <br />61 <br />F3 <br />A5.204 Q O <br />CW20 W7 ` I <br />_ � 5.204- <br />33 <br />_ _ L J CW21 CW10 CW11 <br />5a I <br />Aa.aoz 3a + 33 GB6 33 3113 <br />II <br />II I I = 1 I I I <br />CLASSROOM F 4'-0" GB6 <br />MBD <br />E105 I I <br />23'-6 3/4" <br />6-06 I <br />31'-6 3/4" < O MBD <br />I I I 1 1 0 1 <br />3 <br />GA6 O <br />1 W II <br />p <br />CoCL SSROOM CLASSROOM O 1 <br />GA7 O w E103 E1021 <br />8" E105A <br />33 i - - �rJ� GA6 MBD LO <br />C( w5 - <br />W MBD <br />MBD <br />4'-0" SMALL GROUP O <br />A4.402 D7 <br />GB2 O MBD O GA7 E104 MBD <br />3 GB6 2 <br />- - FLEX SPACE-- <br />o - <br />E100C w <br />� GB6 6 GB6 <br />Aa.aoz EQ EQ <br />STAFF OFFICE <br />It <br />31 GA7 <br />REV F1 E107 0 GE2 E103L GA - - - - 9 3/$' - <br />2 E1 2 <br />-- - - - - - - - - - - n�v eonCE - - - - �GA6 <br />ISMALL <br />MBD XB7 <br />QVI 6a1 A4.406 E1006 3 E5 <br />lt A4.402 Q 00 A5.207 <br />L - 2 Cl) <br />CW4 33 EB C? n440s CI C o GROUP 2 <br />Aa.aoz GA6 �p E�00 Dl E101 Gqc <br />GB2 GA7 00 2a GS-E1016 <br />_ a E108 GS-E110A o D7 ` 12' 3 7/8" m <br />W FLEX SPACE - 4.1-03 A4.102 <br />MBD c`�7 E100A A o W <br />O6,-0„ 2" ii 16'-6' 6'-1 _ c5 -- I ----- <br />GB6 MBD � � �� -- <br />_-_ -_ <br />O 4'-6„ 4.-6„ <br />m GE2 GA7 s _ FLEX SPACE TBD GA7 15 TBD <br />SMALL�GROUP o - E110 -� 7 I - 00 W I - <br />2 <br />c� <br />F3 <br />Q MBD MBD I TLT TL I' A4.706 <br />1 8'-01, "5-l <br />Aa.aoz I E 118 <br />3 MBD li 7/8" 7 GA7 I E116A E116B <br />110 2' 8" <br />SIM `� i 116A E116B -- <br />F1 CALMING ROOMGn6A5.2o5 - 6 Aa.aoz 1 TORAGE -�-- <br />E112 _ o IEL <br />-- <br />E111 o A4.402 1 w E117-- <br />�� GA6 W A4.402 <br />NFL/l CLASSROOM E112 E113 cBs MUDROOM F7 I T.O.S. 1 <br />E108 MBD 41E114 99'-10" TLT 1 <br />8 MBD GA6 Q- 1 WASHROOM so:a <br />- - - - I F E116C <br />sue° <br />SPECIAL ED <br />MBD GAS gq,g02 O u A4.706 <br />/ <br />3 E114A E1146 GA7 <br />QINTERVENTION - - - qa <br />CW19 33 E113 SF5 E116D 1 <br />6.1- <br />33 33 1�1�1 T���� <br />GB6 I ST RAGEI F1 <br />115A I <br />A5.603 cg2 W8 1 I 1 STAIR E ; ������ Si <br />33- - _� ESTIBULE _ i- L� E115B <br />F5 <br />� 12 � D4 E115 A520 1 I I I I 1 A5.205 A5.206 <br />CW24 A4.707 1 4 p4 1 <br />A4.tul A4.707 <br />CW8 _ <br />SIM " <br />F7 F2 115B E115C iL <br />1 <br />A5.204 A5.205 <br />W1 I Q <br />1 F1 <br />Q 5'0'xP, 10'01CT A4.21 <br />STOSEE ST UCT <br />14'-8" 11 8'-8" 4'-8" 8'I1 <br />4 7 -4 25 -4 --1 7 52' 0" <br />SIM <br />MAIN LEVEL FLOOR PLAN - AREA'E' <br />0 <br />4-0 062 <br />2 MBD GB6 <br />O V-5 3/8" <br />I <br />MBD MBD <br />O3 <br />GA6 <br />MBD <br />6,-01, 3 <br />MBD <br />3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: <br />INTERIOR NON RATED: <br />CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) <br />INTERIOR AND EXTERIOR RATED: <br />FIRE RATED <br />EXTERIOR NON -RATED: <br />CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) <br />4. SEE SHEET A2.901 FOR FRAME TYPES. <br />5. SEE SHEET A2.901 FOR DOOR TYPES. <br />6. AT DOOR SCHEDULE, LABEL DESIGNATION '45/20" INDICATES: <br />FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND <br />ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT <br />SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." <br />DOOR SCHEDULE REMARKS <br />1. PROVIDE FIRE LETTER AT EXTERIOR DOORS <br />DOOR LETTER IN" ". <br />2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. <br />3. STORM DOOR. <br />4. PROVIDE SECURITY LAMINATED GLASS. <br />5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. <br />6. PROVIDE LAMINATED GLASS. <br />8 <br />NEW ELEMENTARY <br />PLAN GENERAL NOTES <br />SCHOOL <br />1. <br />ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF <br />WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE <br />WALL TYPES FOR ACTUAL THICKNESS. <br />15198 Forest Boulevard <br />2. <br />ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS <br />Hugo, Minnesota 55038 <br />OTHERWISE NOTED. <br />3. <br />ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES <br />THICK UNLESS OTHERWISE NOTED. <br />4. <br />COORDINATE SIZE AND LOCATION OF ALL DUCT AND <br />SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. <br />AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR <br />OPENINGS. SEE LINTEL SCHEDULE. <br />INDEPENDENT SCHOOL <br />5. <br />FIELD VERIFY ALL MILLWORK OPENINGS. <br />DISTRICT #624 <br />6. <br />SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE <br />FLOORS UNLESS OTHERWISE NOTED. PROVIDE <br />CONSISTENT SLOPE FROM WALL TO DRAIN BY <br />SLOPING CONCRETE, MIN. 1/4" PER FOOT. <br />4855 Bloom Ave <br />7. <br />VERIFY LOCATION, SIZE AND QUANTITY OF ALL <br />White Bear Lake, Minnesota 55110 <br />MECHANICAL AND ELECTRICAL EQUIPMENT PADS. <br />8. <br />ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM <br />ADJACENT WALL UNLESS OTHERWISE NOTED. <br />9. <br />ALL GYP. WALLS ARE CENTERED ON GRID UNLESS <br />OTHERWISE NOTED. <br />10. <br />FIRE RATED WALLS ARE INDICATED ON CODE PLANS. <br />FLOOR PLAN KEY NOTES: <br />ODOOR ACTUATORS <br />OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 <br />OTUB SINK, SEE MECH <br />OCAN WASH, SEE DETAIL D7/A4.706 <br />OEMERGENCY EYE WASH. SEE MECH. <br />OCABINET UNIT HEATER. SEE MECH. FOR <br />SPECIFICATIONS, COORDINATE LOCATION WITH <br />MECH. <br />OCARD READER, SEE ELEC <br />g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR <br />TERRAZZO. VERIFY W/ ARCH <br />OCLIMBING WALL, BY OWNER <br />10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, <br />SEE INTERIOR ELEVATIONS <br />11 I SEE MECH /ELEC <br />12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 <br />13 MUSIC STAFF LINES ON MARKERBOARD <br />14 REFRIDGERATOR LOCATION, NIC <br />15 DISPLAY SCREEN #2 <br />16 CONCRETE STAIR, SEE STRUCT <br />17 BOLLARD, SEE DETAIL B1/A6.101 <br />18 RUBBER DOCK BUMPER, SEE DETAIL 11/A6.101 <br />19 FLAG POLE, SEE DETAIL B3/A6.101 <br />Zp PROVIDE SHELF AND MOP HOLDER PER SPEC <br />SECTION 10 28 13 <br />21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE <br />EXACT LOCATION WITH GYM STRIPING PLANS <br />22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE <br />EXACT LOCATION WITH GYM STRIPING PLANS <br />23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 <br />24 DOCK LEVELER, SEE DETAIL B5/A6.101 <br />25 RETAINING WALL SYSTEM - SEE CIVIL <br />26 METAL LOCKERS, SEE B7/A4.711 <br />27 TRASH ENCLOSURE AREA, SEE CIVIL <br />2g CUBICLE CURTAIN TRACK, REFER TO RCP <br />29 FLOOR BOX, COORDINATE WITH ELEC <br />30 PAINT STEEL COLUMN PT-5B <br />31 CORNER GUARD <br />32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 <br />33 ROLLER SHADE <br />34 CONIC HOUSEKEEPING PAD, COORDINATE <br />DIMENSIONS AND LOCATION WITH MECH <br />CONTRACTOR <br />35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND <br />ALL SIDES <br />36 PROVIDE COAT RACKS PER DETAIL <br />37 BENCH AT CURVED PORTION OF CAFETERIA <br />CURTAINWALL, SEE SECTIONS <br />38 MOP SINK, SEE MECHANICAL <br />39 EXTENTS OF CTILE-3 AT MOP SINK <br />40 PROVIDE CORNER WALL PAD Q <br />1 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 651 227 7773 <br />KRAUS-ANDERSON, <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />KEY PLAN <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 <br />MINNESOTA <br />All Ar"r AV All All <br />.< <br />t <br />License Paul Aplikowski <br />Number: 42737 Date 11/20/2020 <br />Revisions <br />Description 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 />Drawn: GLR <br />Check: Ell North <br />MAIN LEVEL <br />FLOOR PLAN <br />AREA'E' <br />1/8" = 1'-01, <br />0 6' 12' <br />Scale: As indicated <br />A2. 01 e <br />