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MN <br />0 <br />A <br />B <br />C <br />FBI <br />E <br />F <br />1 2 3 4 5 6 7 <br />UPPER LEVEL FLOOR PLAN - AREA W <br />1 /8" = 1'-01, <br />0 6' 12' <br />6.5 6.6 7 <br />V-1 3/8" <br />V-3" 8'-11 " <br />12'-0" <br />L1 <br />E5 <br />A5.207 <br />U <br />�• i <br />24'-4 1 /2" 2 <br />29'-4 3/4" <br />DOOR / OPENING SCHEDULE PENTHOUSE <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 />TYPE QTY WIDTH HEIGHT MATL <br />TYPE DEPTH MATL <br />HEAD JAMB SILL <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 />6300 F 1 T-0" T-0" <br />HM -- <br />3'-4" FR 1A <br />-- HM <br />-- E3/A5.601 <br />F3/A5.601 F1/A5.501 16 <br />GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. <br />A <br />/ \ <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 />DOOR / OPENING SCHEDULE UPPER LEVEL AREA'A' <br />DOOR NO <br />DOOR / OPENING <br />LABEL/ <br />RATING <br />OVERALL <br />WIDTH <br />FRAME <br />JGL <br />MOUNTING CONDITIONS <br />HDW GRP <br />REMARKS <br />TYPE QTY WIDTH HEIGHT MATL <br />ITYPE IDEPTH MATL <br />IHEAD IJAMB SILL <br />A208A <br />MCSD= <br />1 <br />8'-0" <br />12'-0" <br />ST <br />-- <br />8'-4" <br />MCSD <br />-- <br />ST <br />-- <br />C6/A5.602 <br />F7/A5.602 <br />E7/A5.602 <br />A208B <br />MCSDF <br />1 <br />8'-0" <br />12'-0" <br />ST <br />-- <br />8'-4" <br />MCSD <br />-- <br />ST <br />-- <br />C6/A5.602 <br />F7/A5.602 <br />E7/A5.602 <br />A208C <br />MCSDF <br />1 <br />8'-0" <br />12'-0" <br />ST <br />-- <br />8'-4" <br />MCSD <br />-- <br />ST <br />-- <br />C6/A5.602 <br />F7/A5.602 <br />E7/A5.602 <br />A201 <br />F <br />1 <br />T-0" <br />T-0" <br />HM <br />-- <br />T-4" <br />FR 1A <br />-- <br />HM <br />-- <br />E3/A5.601 <br />F3/A5.601 <br />F1/A5.501 <br />16 <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 />1 <br />Q <br />FIRE RATED <br />EXTERIOR NON -RATED: <br />8 8.9 9.9 10.9 11 11.8 <br />t212" V-2" <br />CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) <br />24'-4 1 /2" <br />15'-4" 13'-8" <br />24'-3" <br />21'-5" <br />4. <br />SEE SHEET A2.901 FOR FRAME TYPES. <br />10 V-2" <br />80'-0" <br />8'-0" T- ' <br />1 <br />5. <br />SEE SHEET A2.901 FOR DOOR TYPES. <br />6. <br />AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: <br />F4 <br />FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND <br />A5.2 <br />2 <br />ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT <br />CW25 <br />SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." <br />J- <br />r <br />p <br />p <br />,' r <br />\E <br />DOOR <br />SCHEDULE REMARKS <br />' <br />1. <br />PROVIDE FIRE LETTER AT EXTERIOR DOORS <br />CW25 O <br />DOOR LETTER IN <br />' <br />F3 W <br />A5.202 <br />2. <br />DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. <br />n - - ' <br />i ' <br />3. <br />STORM DOOR. <br />4. <br />PROVIDE SECURITY LAMINATED GLASS. <br />� <br />/ <br />b <br />5. <br />PROVIDE INSULATED GLASS IN DOOR AND FRAME. <br />6. <br />PROVIDE LAMINATED GLASS. <br />8.9 9 9.9 <br />15'4" X 3'4" X 10'-4" x <br />10 '-0 3/8" <br />12-0" - 12' 0" <br />C4 <br />A5.207 <br />L1 L1 <br />10.9)(11 <br />24'-3" 20'-5" <br />T-10" 33'-4" <br />B1 1 � F4 <br />�-A <br />D <br />11.8 <br />1'-0" 1/4" <br />'-5 1/4" <br />t."11 <br />N <br />I <br />- N.8 <br />TYP <br />� <br />\ - BS <br />A4.706 <br />\ 34 TYP YP <br />A5 <br />TYP AS 34 A4.706 TYP <br />A5 A4.706 <br />A4.706 Al <br />A4.706 <br />? 34 <br />- - - - - - - - - TYP - - - <br />TYP Al <br />? O Al A4.706 <br />- - - A4.706 - - - - - - - <br />TYP <br />Al <br />A4.706 PENTHOUSE TYP <br />Al <br />TYP O B300 A4.706 <br />BS , <br />A4.706 - - - - - - - O - - - <br />F4 TYP <br />A4.202 B5 <br />A4.706 <br />34 I <br />TYP <br />A5 <br />A4.706 34 A5 <br />TYP <br />i <br />A5 <br />i(A4.7 TYP <br />A <br />E06 B5 <br />L-(A4.706 <br />L4 L4 L4 L4 <br />F1 C1 <br />A5.206 C1 A5.207 <br />I I I I <br />1.40 <br />9'-8 5/8" 8'-0" 30'-0" -0" - 8'-0" 30'-0" 8'-0" 9'-0" <br />P <br />0 <br />00 <br />P.8 <br />= (--Z ( <br />co <br />- - Q <br />C2 - CV <br />A5.207 co <br />co <br />Q.4 <br />m <br />X_ __(: R <br />N <br />8 <br />NEW ELEMENTARY <br />SCHOOL <br />PLAN <br />GENERAL NOTES <br />15198 Forest Boulevard <br />1. <br />ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF <br />Hugo, Minnesota 55038 <br />WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE <br />WALL TYPES FOR ACTUAL THICKNESS. <br />2. <br />ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS <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 />INDEPENDENT SCHOOL <br />SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. <br />DISTRICT #624 <br />AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR <br />OPENINGS. SEE LINTEL SCHEDULE. <br />5. <br />FIELD VERIFY ALL MILLWORK OPENINGS. <br />6. <br />SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE <br />4855 Bloom Ave <br />FLOORS UNLESS OTHERWISE NOTED. PROVIDE <br />White Bear Lake, Minnesota 55110 <br />CONSISTENT SLOPE FROM WALL TO DRAIN BY <br />SLOPING CONCRETE, MIN. 1/4" PER FOOT. <br />7. <br />VERIFY LOCATION, SIZE AND QUANTITY OF ALL <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 <br />ACTUATORS <br />• , <br />OMONITOR <br />/ DISPLAY (NIC), SEE DETAIL C7/A4.102 <br />OTUB <br />SINK, SEE MECH <br />0 <br />CAN WASH, SEE DETAIL D7/A4.706 <br />�/�� <br />YYOLD ARCHITECTS <br />O <br />EMERGENCY EYE WASH. SEE MECH. <br />AND ENGINEERS <br />OCABINET <br />UNIT HEATER. SEE MECH. FOR <br />332 Minnesota Street, Suite W2000 <br />SPECIFICATIONS, COORDINATE LOCATION WITH <br />MECH. <br />Saint Paul, MN 55101 <br />7O <br />CARD READER, SEE ELEC <br />woldae.com 1651 227 7773 <br />ODEPRESS <br />SLAB OR TOPPING 1/4" AS REQUIRED FOR <br />TERRAZZO. VERIFY W/ ARCH <br />OCLIMBING <br />WALL, BY OWNER <br />10 <br />WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, <br />SEE INTERIOR ELEVATIONS <br />11 EWC,SEE MECH /ELEC , KRAUS-ANDERSON, <br />l2 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 <br />13 MUSIC STAFF LINES ON MARKERBOARD <br />501 South Eighth Street <br />14 REFRIDGERATOR LOCATION, NIC Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />15 DISPLAY SCREEN #2 <br />16 CONCRETE STAIR, SEE STRUCT <br />l7 BOLLARD, SEE DETAIL B1/A6.101 <br />lg RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 <br />lg FLAG POLE, SEE DETAIL B3/A6.101 <br />20 PROVIDE SHELF AND MOP HOLDER PER SPEC <br />SECTION 10 28 13 <br />2l 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 />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 />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 />AVIJ -lop Ar <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: THE <br />Check: EBL North <br />UPPER LEVEL <br />FLOOR PLAN - <br />AREA 'A' AN D <br />PENTHOUSE <br />PLAN - AREA W <br />PENTHOUSE FLOOR PLAN <br />1/8" = 1'-0" <br />0 6' 12' <br />Scale: As indicated <br />A2.02a <br />