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1 2 3 1 4 5 r 7 11 TRANSPORTATION FACILITY MN I_1 P1 B C N E F 97 Eo zo M 2 0? M 2.1 3 ao N N DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME �GL MOUNTING CONDITIONS IHDW GRP REMARKS TYPE QTY WIDTH HEIGHT MATL ITYPE IDEPTH IMATL IHEAD IJAMB ISILL A201 A I F 12 3'-0" 7'-0" IHM -- 6'-4" F R 2 -- H M -- I D 1 /A4.801 I D 1 /A4.801 1 121 A201B I F 11 3'-0" 5'-8" IHM -- 3'-4" FIR 1A -- IHM -- JAVA5.602 C1/A5.602 I D2/A5.504 104 I, 18'-1 " J, 4'-0" J, 15'-6" J, 4'-0" J, 15'-3" J, 4'-0" .17-2;1 00 zo 00 zo v 00 zo ROOM FINISH SCHEDULE ROOM NO I ROOM NAME FLOOR BASE N WALL - TYP E WALL I S WALL I W WALL REMARKS I MATL IFIN MATL IFIN MATL IFIN MATL FIN A200 MEZZ STORAGE GYP BD WIRE MESH PRECAST PRECAST PARTITION A201 MEZZ MECH CONC PRECAST GYP BD GYP BD PRECAST 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 AX.XX FOR FRAME TYPES. 5. SEE SHEET AXAX 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. SEE DETAIL 43018 FOR USE WITH ALTERNATE #1 SEE DETAIL 54012 FOR USE WITH ALTERNATE #1 2. 3. PROVIDE FIRE NUMBER AT EXTERIOR DOORS DOOR NUMBER IN "_". ROOM FINISH SCHEDULE GENERAL NOTES 1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 3. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 4. PROVIDE VINYL BASE AT CASEWORK. 5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 6. FOR CEILING MATERIAL WHEN MORE THAN ONE CEILING MATERIAL OCCURS THE CEILING FINISH IS INDICATED THUS: "/". 7. PROVIDE GYPSUM BOARD SOFFIT ABOVE CASEWORK. (SEE CASEWORK ELEVATIONS AND REFLECTED CEILING PLANS.) ROOM FINISH SCHEDULE REMARKS 1. PROVIDE CERAMIC TILE TO A HEIGHT OF 5'-0" WITH EPDXY PAINT ABOVE, EPT-6A PAINT CEILING AND ALL EXPOSED STRUCTURE, PIPING, CONDUIT, MECHANICAL DUCTS, 2 VENTS, ETC, PT 8. 3. SEE INTERIOR ELEVATION FOR WALL GRAPHIC. SLOPE CONC. FLOOR TOWARDS FLOOR DRAINS. SEE PLANS FOR FLOOR SLOPING 4. INFORMATION. 5. EPDXY PAINT TO 7'-2" HIGH. 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 ACTUATOR; SEE DETAILS FOR MOUNTING HEIGHTS. OBOLLARDS AT INTERIOR AND EXTERIOR OF OVER HEAD DOORS, TYP - SEE DETAIL B1/A6.101. OTUB SINK - SEE MECHANICAL OCORNER GUARD OEMERGENCY EYE WASH. SEE MECH. ONOT USED O7 FIRE ALARM ANUNCIATOR PANEL, FLUSH MOUNTED IN GYP WALL, SEE ELEC Og LOCATION OF SEMI -RECESSED DEFIBRILLATOR CABINET (NIC) OLOCATION OF STACKED WASHER AND DRYER (NIC) 10 MECHANICAL EQUIPMENT PAD. SEE MECH FOR MORE DETAIL. 11 STEEL PIPE RAIL / RAILING PAINTED 12 ACCESSIBLE BENCH BY LOCKER 13 VEHICLE LIFT, COORDINATE WITH SUPPLIER FOR EXACT DIMENSIONS 14 TRENCH DRAIN, SEE DETAIL F3/A4.706; SEE ALSO MECH 15 8'-0" TALL WIRE MESH PARTITION. COORDINATE WITH ROOF DECK AND STRUCTURE ABOVE 16 TV MOUNT; SEE INTERIOR ELEVATION FOR HEIGHT. 17 GRATED FLOOR SINK, SEE DETAIL E5/A4.706 ; SEE ALSO MECH 18 FLOOR DRAIN. COORDINATE WITH MECHANICAL 19 MECHANICAL EQUIPMENT CURB. SEE MECH FOR MORE DETAIL. 20 TACK BOARD; SEE E7/A4.706 . 21 TRASH AREA ENCLOSURE, SEE CIVIL 22 CARD READER, SEE ELEC FOR LOCATION 23 REFER TO MECH FOR LOCATION OF FLAMMABLE WASTE TRAP 24 REFER TO MECH FOR LOCATION OF SUMP PIT 25 PIT FOR FUTURE LIFT WITH TEMPORARY CONCRETE SLAB ON SAND INFILL, SEE STRUCTURAL, SEE DETAIL D5/A5.502 26 STEEL COLUMN, SEE STRUCTURAL 13411 Fenway Blvd N Hugo,MN 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Avenue White Bear Lake, MN 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 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 law�f the State of Minnesota w i /i.► ie/tea �E /lV A, t Jam_ Paul Aplikowski License Number: 42737 Date 8/14/2020 Revisions Description Date Aug, 25, 2020 Num Addendum #1 1 Addendum #3 September 4, 2020 2 Addendum #5 September 11 3 Comm: 202063 Date: 8/14/2020 Drawn: HAK Check: EBL North MEZZ LEVEL FLOOR PLAN BAS E M EZZ 1/8" = 1'-0" Scale: As indicated A2m02