CUP 3-4GED 4' hemp W det18" VERT GRAB BAR
42" GRAB BAR
1'-0"
3'-4"
6’-5”
VERIFY 36" TO TOPOF BAR18"4"SIDE WALL
T.P.
DISP.
OPEN
TOILET PARTITION
TO MATCH EXISTING.
5"
WOMENS ROOM
H.C. COMPARTMENT ELEV
1/4" = 1'-0"
4’-6”
EXISTING WALL
FINISH TO REMAIN.
TOUCH UP AS
NECESSARY
FIXTURE WALL
36" GRAB BAR
6"
1’-6”
VERIFY
EXISTING TOILET
PARTITION
TO REMAIN.
REMOVE TOILET
PARTITION.
5’-0”
VERIFY SIDE WALL
TOILET PARTITIONS
AND DOOR TO
MATCH EXISTING.
EXISTING
PARTITION AND
SUPPORTS
1’-10”
7
A3
4’-6”
FIXTURE WALL
1’-6”
VERIFY
EXISTING TOILET
PARTITION
TO REMAIN.
REMOVE TOILET
PARTITION.
NEW TOILET PARTITION
PANELS AND DOOR
TO MATCH EXISTING.
7
A3
18" VERT GRAB BAR
42" GRAB BAR
1'-0"
3'-4"
MENS ROOM
H.C. COMPARTMENT ELEV
1/4" = 1'-0"
4’-6”
EXISTING WALL
FINISH TO REMAIN.
TOUCH UP AS
NECESSARY
FIXTURE WALL
5’-3”
VERIFY
36" GRAB BAR
6"36" TO TOPOF BAR18"4"SIDE WALL
1’-6”
VERIFY
EXISTING TOILET
PARTITION
TO REMAIN.
REMOVE TOILET
PARTITION.
T.P.
DISP.
OPEN
5"5’-0”
VERIFYSIDE WALL
TOILET PARTITIONS
AND DOOR TO
MATCH EXISTING.
EXISTING
PARTITION AND
SUPPORTS
1’-10”
8
A3 15’-0”9’-7”9’-7”32’-3”4’-11”
MECH
21’-1”11’-6”8’-10”55’-0”
5’-3”
60’-1”
OFFOFF
REBUILD 2 WC COMPARTMENTS INTO
1 H.C. ACCESSIBLE COMPARTMENTDF
ELECTRICAL TRANSFORMERS
STEEL FRAMED
STOOP W/
STEEL DECK
DS DSDS
8-0x10-0O.H.DR.100’-0”96’-3”
1:20 SLOPE
1:20 SLOPE
44’-6”
29’-6”4’-4”4’-4”5’-0”
6 R @ 7 1/2”
5T @ 12”
98’-3”8’-8”HANDRAIL 3’-2”1’-4”8’-0”5’-0”8’-6”8’-0”
INSTALL ACESSIBLE
DRINKING FOUNTAIN
15’-0”22’-0”8-4x10-9roll-up8-0x8-0
O.H.DR.
9’-7”9’-7”32’-3”4’-11”
MECH
21’-1”11’-6”8’-10”55’-0”
5’-3”
60’-1”
BREAK ROOMOFF
DF
DS DS
8-0x8-0
O.H.DR.
8-0x8-0
O.H.DR.
M.
W.8-4x10-9roll-upEXISTING SE CORNER
1/16” = 1’-0”
12 13 1491011
4B
4A
SE CORNER, OFFICE AND RESTROOM AREA
1/8” = 1’-0”
8”
25’-0”25’-0”25’-0”19’-11”25’-0”BUILDING STRUCTURAL BAY DIMENSIONS
REMOVE ENTRANCE DOOR AND TRANSOM GLASS &
FRAME ABOVE. BUILD CMU WALL TO 5” BELOW FLOOR
AT EXT. WALL OPENING.
FILL STAIR WITH CLASS V MATERIAL, COMPACT AND
FINISH W/ 4” CONC FLOOR TO MATCH ELEVATION
OF EXISTING BUILDING FLOOR.
RESET ALUM. FRAME DOOR AT
NEW FLOOR ELEVATION.
STEEL FABRICATED
H.C. ACCESS
4” CONC FILLED BOLLARDS-(3)
3’ INTO GROUND 4’ ABOVE
GROUND
4” CONC FILLED BOLLARDS (3)
ACCESSIBLE
PARKING SIGN
100’-0”3’-2”4’-4”4’-4”3’-0”5’-6”2’-0”5’-8”EXISTING TRANSOM
WINDOW HEAD
EXISTING VESTIULE STAIRS
REMOVE DOOR AT GRADE AND
TRANSOM GLASS & FRAME ABOVE.
BUILD CMU WALL TO 5” BELOW
FLOOR. FILL STAIR WITH CLASS V
MATERIAL, COMPACT AND FINISH
W/ 4” CONC FLOOR TO MARCH
ELEVATION OF EXISTING.
RESET ALUM. FRAME DOOR AT
NEW FLOOR ELEVATION. FRAME
FOR TRANSOM TO EXISTING
OPENING.
7’-6”4’-4”
SECTION THRU ACCESSIBLE ENTRANCE
1/4” = 1’-0”
SECTION THRU ENTRANCE STOOP
1/4” = 1’-0”
DS DSDS
SE CORNER, OFFICE ACCESSIBLE ENTRANCE
1/8” = 1’-0”
NEW CONSTRUCTION
32’-3”4’-11”
MECH
11’-6”8’-10”5’-3”
OFFICE
REMOVE CIRCULAR HAND
SINK. INSTALL 7’-6”
COUNTERTOP WITH
THREE LAVATORIES.
REMOVE ONE WATER CLOSET.
REMOVE ONE DIVIDER PARTITION AND
2 DOORS. INSTALL GRAB BARS AND
COMPARTMENT WALLS AND DOOR
AS SHOWN.
VERIFY WATER CLOSET LOCATION.6’-10”REMOVE ONE WATER CLOSET.
REMOVE ONE DIVIDER PARTITION AND
2 DOORS. INSTALL GRAB BARS AND
COMPARTMENT WALLS AND DOOR
AS SHOWN.
VERIFY WATER CLOSET LOCATION.
MENS AND WOMENS RESTROMS
ACCESSIBLE TOILET COMPARTMENTS
1/4” = 1’-0”
C OF STOOP
& DOORL
9’-6”
REMOVE EXISTING CIRC
SINK. INSTALL C’TOP
W/ LAVS.
WOMENS
MENS
EXISTING CMU WALL
EXISTING WAREHOUSE CMU WALL BEYOND
RIVER VALLEY BUSINESS CENTER2100 STOUGHTON AVENUECHANHASSEN, MNMARCH 6, 2020
A3TENANT PLANtenant proposal for:HEMP ACRESSTOUGHTON AVENUE VENTURES102 JOHNATHAN BOULEVARDCHASKA, MNDETAIL PLANS9116 34th avenue northminneapolis, mn 55427 763-545-1072architectPHILLIP D. JOHNSONPHILLIP D. JOHNSONJUNE 5, 20202
A3
3
A3
5
A3
4
A3
6
A3
4
A3
4
A3
1
A3
5
A3
6
A3
7
A3
6
A3
JUNE 5, 2020
HANDRAIL
EXISTING
WINDOW
AC UNIT
96’-5”
CONC. SHELF CAST TO
SUPPORT STEEL BEAMS
BITUMINUOUS OVERLAY BUILT
UP TO ELEVATIONS SHOWN.
TAPER BIT. TO EXISTING PAVEMENT
STEEL BEAMS ON
STEEL POSTS
ELECTRICAL TRANSFORMERS
BITUMINUOUS OVERLAY BUILT
UP TO ELEVATIONS SHOWN
CONC. CAST TO
SUPPORT STEEL BEAMS
6”
8’-0”8”8’-0”
96’-3”
VERIFY
96’-0”19’-0”4” WIRE MESH RAIL INFILL
SEE RAIL AT EAST BUILDING
ENTRANCE, MATCH
METAL DECK ON “C” JOISTS
AND STEEL FRAMING
NOTE:
FINAL DESIGN BY STEEL FABRICATOR
ST. CHANNEL ANCHORED
INTO CMU & CONC. FLR. EDGE
METAL DECK ON
STEEL FRAMING
CONC. SHELF CAST TO
SUPPORT STEEL BEAMS
BITUMINOUS
BEYOND
2”
BLDG WALL
METAL DECK ON
STEEL FRAMING
METAL DECK ON
STEEL FRAMING
STEEL BOLLARDS
BEYOND
EAST BLDG
ENTRANCE
5’-0”35’-10”
YELLOW PAINT STRIPING
AND ACCESSIBLE SYMBOL
NOTE:
FINAL DESIGN BY STEEL FABRICATOR
5
A3
4
A3
20’-0”8-0x16-0O.H.DR.1 2
1’-0”
1.4 2.5 3
1’-0”30’-0”29’-0”
4” METAL FRAMED WALLS
TO ROOF DECK W/ CORRUGATED
STEEL FINISH EACH SIDE
SEED CLEANING
30’-2”3-0 x 7-0MET DRMET FR6-0 x 7-0 PRMET DRMET FR3-0 x 7-0MET DRMET FR5’ X 10’ X 4” REINFORCED
CONC SLAB. TENANT TO
PROVIDE THICKNESS AND
REINFORCING SPEC.FLR SLAB SLOPE 1/8” / 1’-0”FLR SLAB SLOPE 1/8” / 1’-0”10’-0”10’-0”10’-0”8”8”55’ X 18’ X 6” REINFORCED
CONC SLAB. TENANT TO PROVIDE
THICKNESS AND REINFORCING
SPECIFICATION
4’-8”4’-8”25’-0”
4
EXISTING CMU EXTERIOR WALLS
EXISTING CIP CONC COLUMNS
EXISTING CMU
EXTERIOR WALLS
OPENINGS SIZED AND LOCATED IN
EXTERIOR WALLS FOR TENANT
PRODUCTION BY TENANT
3’-4”3’-4”5’-4”19’-0”10’-0”9’-8”3’-0”8’-8”17’-4”26’-8”3’-4”
4E
4F
NW CORNER, SEED CLEANING ROOM
1/8” = 1’-0”
EXISTING NW CORNER
1/16” = 1’-0”
1 21.4 2.5 3 4
4E
4F
1’-0”1’-0”30’-0”29’-0”30’-2”20’-0”25’-0”
EXISTING CMU EXTERIOR WALLS
EXISTING CIP CONC COLUMNS
EXISTING CMU
EXTERIOR WALLS
8-0x16-0O.H.DR.EXISTING CIP CONC COLUMNS
4G 20’-0”CONCRETE FLOOR ON EXISTING CONC. WITH
SLOPE TO NEW TRENCH DRAINS.
DR. HDWR.
1 1/2 BUTTS
CLOSER
LEVER LATCHET
DR. HDWR.
1 1/2 BUTTS
CLOSER
LEVER LATCHET
DR. HDWR.
1 1/2 BUTTS EACH DR
CLOSER EACH DR
DEADBOLT AT TOP
COORDINATOR
LEVER LATCHET21’-0””PROPOSED BINS
BY TENANT
RIVER VALLEY BUSINESS CENTER2100 STOUGHTON AVENUECHANHASSEN, MNMARCH 6, 2020
A4TENANT PLANtenant proposal for:HEMP ACRESSTOUGHTON AVENUE VENTURES102 JOHNATHAN BOULEVARDCHASKA, MN9116 34th avenue northminneapolis, mn 55427 763-545-1072architectPHILLIP D. JOHNSONPHILLIP D. JOHNSONJNE 5, 20202
A4
1
A4
JUNE 5, 2020
DETAIL PLANS
AIR HANDLING
COMPRESSORS ETC