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Last modified
10/25/2021 9:45:06 AM
Creation date
10/25/2021 8:54:32 AM
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Commissions
Meeting Date
3/25/2021
Document Type
Agenda/Packets
Commission Name
Planning
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MN <br />0 <br />A <br />B <br />C <br />FBI <br />E <br />F <br />1 2 3 <br />DOOR / OPENING SCHEDULE MAIN LEVEL AREA'C' <br />DOOR NO <br />DOOR / OPENING <br />LABEL/ <br />RATING <br />OVERALL <br />WIDTH <br />FRAME <br />GL <br />MOUNTING CONDITIONS <br />IHDW GRP <br />REMARKS <br />TYPE QTY WIDTH HEIGHT MATL <br />TYPE IDEPTH MATL <br />IHEAD IJAMB ISILL <br />C100A <br />FG2 <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />8'-2" <br />FR 6 <br />-- <br />HIM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />59 <br />4 <br />C100B <br />FG2 <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />0" <br />FR 6 <br />-- <br />HIM <br />-- <br />-- <br />-- <br />-- <br />59 <br />2,4 <br />C 102 <br />G <br />1 <br />T-0" <br />T-0" <br />W D <br />-- <br />10'-0" <br />FIR 3A <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />27 <br />C103L <br />-- <br />-- <br />4'-0" <br />T-2" <br />-- <br />-- <br />4'-0" <br />FIR 5A <br />-- <br />HIM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />C105A <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 />C105B <br />G <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />6'-0" <br />FIR 3A <br />-- <br />HM <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />28 <br />C 107 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />8'-0" <br />FIR 3A <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />27 <br />C 108 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />6'-0" <br />FIR 7 <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />27 <br />C 111 <br />F <br />1 <br />T-0" <br />T-0" <br />WD <br />-- <br />4'-8" <br />FIR 2A <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />19 <br />4 <br />C 112 <br />F <br />1 <br />T-0" <br />T-0" <br />W D <br />-- <br />4'-8" <br />FIR 2A <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />19 <br />4 <br />C 113 <br />G <br />1 <br />T-0" <br />T-0" <br />W D <br />-- <br />T-4" <br />FIR 3A <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />28 <br />C114A <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 />C114B <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 />C 115A <br />F <br />1 <br />T-0" <br />T-0" <br />HIM <br />-- <br />T-4" <br />F R 1 <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />39 <br />C115B <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 />1 "B" <br />C115C <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 />1 "B" <br />C116A <br />F <br />1 <br />2'-8" <br />T-0" <br />FRP <br />-- <br />T-0" <br />FIR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />23 <br />C116B <br />F <br />1 <br />2'-8" <br />T-0" <br />FRP <br />-- <br />T-0" <br />FIR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />24 <br />C116C <br />F <br />1 <br />2'-8" <br />T-0" <br />FRP <br />-- <br />T-0" <br />FIR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />24 <br />C116D <br />F <br />1 <br />T-0" <br />T-0" <br />FRP <br />-- <br />T-4" <br />FIR 1 <br />-- <br />FRP <br />-- <br />A1/A4.801 <br />A1/A4.801 <br />-- <br />23 <br />C 116E <br />F <br />1 <br />T-0" <br />T-0" <br />W D <br />-- <br />3'-4" <br />F R 1 <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />51 <br />C 117 <br />F <br />1 <br />2'-8" <br />T-0" <br />W D <br />-- <br />T-0" <br />IFIR 1 <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />40 <br />C 118 <br />1 F <br />2 <br />T-0" <br />T-0" <br />W D <br />-- <br />64" <br />IFIR 1 <br />-- <br />HIM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />46 <br />C 119 <br />1 G <br />11 <br />T-0" <br />T-0" <br />WD <br />-- <br />4'-8" <br />1 FIR 3A <br />-- <br />HM <br />-- <br />A l /A4.801 <br />A l /A4.801 <br />-- <br />28 <br />11.7 <br />4 <br />5 <br />6 <br />GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'C' <br />OVERALL OVERALL NUMBER OF MOUNTING CONDITIONS <br />MARK Type WIDTH HEIGHT FIXED PANELS Head I Ja-m-b--1 Sill Hardware Set REMARKS <br />GS-C101A <br />GS 1 <br />9'-6" <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-C101 B <br />GS 2 <br />6-0" <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-C104A <br />GS 1 <br />9'-6" <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-C104B <br />GS 2 <br />T-0" <br />8'-0" <br />1 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-C109 <br />GS 1 <br />9'-6" <br />8'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-Cl 10A <br />GS 4 <br />8'-4" <br />6'-0" <br />2 <br />See Elev. <br />See Elev. <br />See Elev. <br />GS-C110B <br />GS 4 <br />V-9 1/2" <br />6'-0" <br />1 <br />See Elev. <br />See Elev. <br />See Elev. <br />OPERABLE WALL SCHEDULE MAIN LEVEL AREA'C' <br />DOOR NO <br />WIDTH <br />I HEIGHT <br />I TYPE <br />MOUNTING CONDITIONS <br />HDW GRP <br />REMARKS <br />IHEAD IJAMB SILL <br />OW-C102 25'-0" 8'-0" 1 FGP-1 I See Elev. I See Elev. I See Elev. <br />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. 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 />SCHOOL <br />PLAN GENERAL NOTES <br />1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF <br />WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE <br />15198 Forest Boulevard <br />WALL TYPES FOR ACTUAL THICKNESS. <br />2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS <br />Hugo, Minnesota 55038 <br />OTHERWISE NOTED. <br />3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES <br />THICK UNLESS OTHERWISE NOTED. <br />4. 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 />INDEPENDENT SCHOOL <br />OPENINGS. SEE LINTEL SCHEDULE. <br />5. FIELD VERIFY ALL MILLWORK OPENINGS. <br />DISTRICT #624 <br />6. 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. VERIFY LOCATION, SIZE AND QUANTITY OF ALL <br />White Bear Lake, Minnesota 55110 <br />MECHANICAL AND ELECTRICAL EQUIPMENT PADS. <br />8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM <br />ADJACENT WALL UNLESS OTHERWISE NOTED. <br />9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS <br />OTHERWISE NOTED. <br />10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. <br />FLOOR PLAN KEY NOTES: <br />ODOOR ACTUATORS <br />• , <br />OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 <br />OTUB SINK, SEE MECH <br />OCAN WASH, SEE DETAIL D7/A4.706 <br />O EMERGENCY EYE WASH. SEE MECH. <br />YY�/�� <br />OLD ARCHITECTS <br />AND ENGINEERS <br />OCABINET UNIT HEATER. SEE MECH. FOR <br />SPECIFICATIONS, COORDINATE LOCATION WITH <br />332 Minnesota Street, Suite W2000 <br />MECH. <br />Saint Paul, MN 55101 <br />7O CARD READER, SEE ELEC <br />ODEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR <br />woldae.com 1651 227 7773 <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 EWC,SEE MECH /ELEC <br />, KRAUS-ANDERSON <br />12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 <br />13 MUSIC STAFF LINES ON MARKERBOARD <br />14 REFRIDGERATOR LOCATION, NIC <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />15 DISPLAY SCREEN #2 <br />16 CONCRETE STAIR, SEE STRUCT <br />17 BOLLARD, SEE DETAIL B1/A6.101 <br />1g RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 <br />19 FLAG POLE, SEE DETAIL B3/A6.101 <br />20 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 />2g METAL LOCKERS, SEE B7/A4.711 <br />27 TRASH ENCLOSURE AREA, SEE CIVIL <br />Zg CUBICLE CURTAIN TRACK, REFER TO RCP <br />Zg FLOOR BOX, COORDINATE WITH ELEC <br />30 PAINT STEEL COLUMN PT-513 <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 />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 />V <br />t <br />r <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 />Comm: 192237 <br />Date: 11/20/2020 <br />Drawn: GLR <br />Check: EBL North <br />MAIN LEVEL <br />FLOOR PLAN <br />AREA V <br />MAIN LEVEL FLOOR PLAN - AREA'C' <br />F 1 1 /8" = V-0" <br />0 6' 12' <br />Scale: As indicated <br />A2. 01 c <br />
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