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 />
|