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2021.04.05 CC Packet
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2021.04.05 CC Packet
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4/16/2021 11:06:31 AM
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4/16/2021 10:58:59 AM
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City Council
Document Type
Agenda/Packets
Meeting Date
4/5/2021
Meeting Type
Regular
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C1A5.207_______C2A5.207_______C4A5.207_______E5A5.207_______C1A5.104B5A5.104B1A5.104C5A5.104PENTHOUSEB300B30077.988.99.910.91111.8PP.86.696.5N.8QQ.4R11.7F1A5.206_______A1A4.706_______TYPA1A4.706_______TYPA1A4.706_______TYPA1A4.706_______TYP1'-3"1'-1 3/8"8'-11" 24'-4 1/2" 2 1/2" 15'-4" 3'-4" 10'-4" 24'-3" 9" 20'-5" 1'-0" 5 1/4"1'-3"109'-0 3/8"1'-5 1/4"12'-0"29'-4 3/4"12'-0" 1'-4" 12'-0" 7'-10"33'-4"L1L11'-5 1/2"2'-0"8'-10"2'-6"8'-2"15'-4"1'-5 1/2"39'-9"L4L4L4L49'-8 5/8" 8'-0" 30'-0" 8'-0" 1'-0" 8'-0" 30'-0" 8'-0" 9'-0"A1A4.706_______TYP34343434L1B5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYPA5A4.706_______TYP34B5A4.706_______TYPB5A4.706_______TYPB5A4.706_______TYP????FE_______F4A4.2022_______F4A4.2052F1A5.202_______F4A5.202_______MECHA20110'-10"36'-0"1'-0"F3A5.202_______F7A5.202_______E3A5.101F1A5.203_______F6A5.202______________E4A4.202F1A5.204_______F1A0.103_______4.65.8677.988.99.910.91111.8AA.1BCC.7DCW25CW25CW2520'-1" 4'-2" 18'-8"24'-4 1/2" 2 1/2" 15'-4" 13'-8" 24'-3" 9" 21'-5"1'-2"1'-4" 18'-7 1/4" 11 3/8" 22'-0 3/8" 1'-2"101'-2"8 3/8"13'-7"37'-5"10'-10"3'-9 5/8"4'-8"6'-2 1/2" 12'-0" 4'-9 1/4" 3'-2" 8'-0"80'-0"8'-0" 3'-2"3'-2"8'-0"57'-0 3/8"GE1GE1GE11'-3"8'-0"GE1GE1GE11'-3"8'-4"3434FDFDFEA201SL24'-0" 3'-6"L1ROOF BELOWSEE ROOF PLANROOF ABOVEL31F7A5.104E7A5.10411_______E1A4.2052FOR 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" FRAME6" WALL: 5 3/4" FRAME8" AND GREATER WALL: 7 3/4" FRAMEFRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS.ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.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 RATEDEXTERIOR NON-RATED:CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.)SEE SHEET A2.901 FOR FRAME TYPES.SEE SHEET A2.901 FOR DOOR TYPES.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."1.2.3.4.5.6.DOOR SCHEDULE GENERAL NOTESDOOR IS PART OF A TWO-DOOR ASSEMBLY SHARING ONE FRAME.STORM DOOR.1.2.DOOR SCHEDULE REMARKSPROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_".3.PROVIDE SECURITY LAMINATED GLASS.4.PROVIDE INSULATED GLASS IN DOOR AND FRAME.5.PROVIDE LAMINATED GLASS.6.FLOOR PLAN KEY NOTES:1DOOR ACTUATORS2MONITOR / DISPLAY (NIC), SEE DETAIL3TUB SINK, SEE MECH4CAN WASH, SEE DETAIL5EMERGENCY EYE WASH. SEE MECH.6CABINET UNIT HEATER. SEE MECH. FORSPECIFICATIONS, COORDINATE LOCATION WITHMECH.7CARD READER, SEE ELEC8DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FORTERRAZZO. VERIFY W/ ARCH9CLIMBING WALL, BY OWNER10WALL PAD PER 11 66 23. CENTER ON BACKSTOPS,SEE INTERIOR ELEVATIONS11EWC, SEE MECH / ELEC12TORNADO SHLETER SIGNAGE, SEE SHEET A0.10313MUSIC STAFF LINES ON MARKERBOARD14REFRIDGERATOR LOCATION, NIC15DISPLAY SCREEN #216CONCRETE STAIR, SEE STRUCT17BOLLARD, SEE DETAIL18RUBBER DOCK BUMPER, SEE DETAIL19FLAG POLE, SEE DETAIL20PROVIDE SHELF AND MOP HOLDER PER SPECSECTION 10 28 1321BASKETBALL BACKSTOP, MAIN COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS22BASKETBALL BACKSTOP, SIDE COURT. COORDINATEEXACT LOCATION WITH GYM STRIPING PLANS23INSTALL CHINNING BAR, SEE DETAIL24DOCK LEVELER, SEE DETAIL25RETAINING WALL SYSTEM - SEE CIVIL26METAL LOCKERS, SEEB7/A4.71127TRASH ENCLOSURE AREA, SEE CIVILB5/A6.10128CUBICLE CURTAIN TRACK, REFER TO RCP29FLOOR BOX, COORDINATE WITH ELEC30PAINT STEEL COLUMN PT-5B31CORNER GUARD32TORNADO SHELTER SIGNAGE, SEE SHEET A0.10333ROLLER SHADE34CONC HOUSEKEEPING PAD, COORDINATEDIMENSIONS AND LOCATION WITH MECHCONTRACTOR35KNOX BOX LOCATION. PROVIDE SEALANT AROUNDALL SIDES36PROVIDE COAT RACKS PER DETAIL37BENCH AT CURVED PORTION OF CAFETERIACURTAINWALL, SEE SECTIONS38MOP SINK, SEE MECHANICALC7/A4.102D7/A4.706D1/A6.101B1/A6.101B3/A6.10139EXTENTS OF CTILE-3 AT MOP SINKF1/A4.70740PROVIDE CORNER WALL PADFEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:12:58 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA2.02aUPPER LEVELFLOOR PLAN -AREA 'A' ANDPENTHOUSEPLAN - AREA 'B'EBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"PENTHOUSE FLOOR PLANF16' 12'DOOR / OPENING SCHEDULE PENTHOUSEDOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLB300 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 1601/8" = 1'-0"UPPER LEVEL FLOOR PLAN - AREA 'A'D16' 12'DOOR / OPENING SCHEDULE UPPER LEVEL AREA 'A'DOOR NODOOR / OPENINGLABEL/RATINGOVERALLWIDTHFRAMEGLMOUNTING CONDITIONSHDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILLA208A MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A208B MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A208C MCSF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602A201 F 1 3'-0" 7'-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 16PLAN GENERAL NOTES1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.4. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.5. FIELD VERIFY ALL MILLWORK OPENINGS.6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.7. VERIFY LOCATION, SIZE AND QUANTITY OF ALLMECHANICAL AND ELECTRICAL EQUIPMENT PADS.8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESSOTHERWISE NOTED.10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS.RevisionsDescription Date NumAddendum #1 12/04/20 1Addendum #2 12/10/20 2MCSDMCSDMCSD1111
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