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1 2 3 4 5 6 7 8 MN 0 A B C FBI E F DOOR / OPENING SCHEDULE UPPER LEVEL AREA'B' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME IGL MOUNTING CONDITIONS IHDWGRP REMARKS TYPE I QTY IWIDTH 1HEIGHT IMATL TYPE IDEPTH IMATL IHEAD IJAMB ISILL B203 F 1 3'-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 39 B204 F 1 T-0" T-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 39 B205 G 1 T-0" T-0" WD -- 9'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31 B206 F 1 T-0" T-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29 B208 F 1 T-0" T-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21 B209A F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 27 B209C IF 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 47 B210 1 F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 43 GLASS SYSTEM SCHEDULE UPPER LEVER AREA'B' OVERALL OVERALL NUMBER OF MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS Head I Jamb I Sill Hardware Set REMARK: GS-13200C GS 4 4'-8" 6'-0" 2 See Elev. See Elev. See Elev. GS-13200D GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-13201 GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-13207 GS 1 8'-0" T-0" 2 See Elev. See Elev. See Elev. GS-1320913 GS 3 16'-0" 8'-0" 2 See Elev. See Elev. See Elev. 65 T.O.S. 113'-2" 11.8 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. OCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 1g FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN" ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA V t r License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11 /20/2020 Drawn: THE Check: EBL North UPPER LEVEL FLOOR PLAN - AREA W UPPER LEVEL FLOOR PLAN - AREA W 1/8" = V-0" 0 6' 12' Scale: As indicated