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MISSOULA BONE & JOINT SIGN VARIANCE DESIGN REVIEW BOARD APPLICATION ATTACHEMENTS5/6/2020
DRB APPLICATION (2 PGS)EXHIBIT A - SITE PLANEXHIBIT B - EXISTING SIGN PHOTOS (2 PGS)EXHIBIT C - PROPOSED GROUND SIGN (1 PG)EXHIBIT D - PROPOSED HANGING SIGN (1 PG)EXHIBIT E - PROPOSED GROUND SIGN DRAWING/ SPECIFICATIONS (2 PGS)EXHIBIT F - PROPOSED HANGING SIGN DRAWING/ SPECIFICATIONS (1 PG)
1 & 5
T13N R19 W S17
MISSOULA BONE & JOINT
2360 MULLAN ROAD STE C 406-721- 4436
N/A
7-8-20
MT. SLMT. SL
MM M
RE
F.
SHWREF.
P/F/CC-BW
MM
GENERATOR
6
7
12
3
2
3
25
PICK UP
LONGTERM BICYCLE PARKING
EXISTINGSIGN
EXISTING SIGN
49
'-4
"
AMBULATORY SURGERY CENTER
EXISTING BUILDINGMEDICAL OFFICES
NORTH
GR
EA
T N
OR
TH
ER
N L
OO
P
MULLAN ROAD
FLYNN LOWNEY DITCH
DITCH EASEMENT
13'-3"
5 5
55
57
7
9
9
6
6
12
7
9
8
12
4
10
19
FU
TU
RE
PA
RK
ING
BICYCLE PARKING
BICYCLE PARKING
BICYCLE PARKING
28.46
76
0.4
3
240
.57
22
8.7
3
57.8
7
239.2835.55
EXISTING SIGN
EXISTING SIGN
535.83
NEW SIGN
NEW HANGING SIGN
97.09
108
.20
146.65
2358 Mullan Rd., Missoula MT 59808
MBJ 23 HR AMBULATORY SURGERY CENTER
5/6/20
JOB #: 17.015
1" = 60'-0"1
Site Plan Proposed
EXHIBIT A
4
3
5
2
6
1
1
2
3
4
5
6
EXISTING GROUND SIGN ( 87 SF, 20' HIGH)EXISTING GROUND SIGN (28 SF, 11.5' HIGH)EXISTING DIRECTIONAL SIGN (12 SF, 5' HIGH)EXISTING DIRECTIONAL SIGN (12 SF, 5' HIGH)NEW GROUND SIGN (16 SF, 6' HIGH)NEW HANGING SIGN (3.3 SF, BOTTOM OF SIGN @ 11'-8")
NEW SIGNEXISTING SIGN
SIGN LEGEND
EXISTING GROUND SIGN AT THE CORNER OF MULLAN ANDGREAT NORTHER LOOP.
EXISTING GROUND SIGN ON AT THE ENTRANCE TO THE PARKING LOTON GREAT NORTHERN LOOP
NOTE LOCATION OF PICK-UP SIGNIN BACKGROUND AS SEEN FROMGREAT NORHTERN LOOP
NOTE LOCATION OF NEWGROUND MOUNTEDDIRECTIONAL SIGN INBACKGROUND AS SEENFROM GREAT NORTHERNLOOP
EXHIBIT B (1 OF 2)
EXISTING GROUND MOUNTED DIRECTIONAL SIGN AT THE PREVIOUSSURGERY CENTER (TEXT TO CHANGE AFTER COMPLETION OFREMODEL)
EXISTING GROUND MOUNTED DIRECTIONAL SIGN IN PARKING AREA
EXHIBIT B (2 OF 2)
PROPOSED GROUND MOUNTED DIRECTIONAL SIGN AT ENTRANCE TO THE NEW SURGERYCENTER.
EXHIBIT C
PROPOSED HANGINGING SIGN AT AREA OF DISCHARGE FROM THE SURGERY CENTER.
EXHIBIT D
Sign SolutionsPO Box 160Stevensville, MT 59870www.signsolutions.us
6.0 Monument Sign
406.777.1004 Tel406.777.1026 [email protected]
Sign Type/Drawing Number
SpecificationsConstruction: Fabricated Iluminated SignMaterial: Aluminum Frame with Acrylic FacesSize: 48"(h) x 48"(w) x 8"(deep)Background: WhiteFrame Color: SW-6990 CaviarGraphics Color: PMS-293c and BlackTypestyle: Myriad Pro RegularIllumination: White LED’s 7000K ‘True White’Electrical: 277 VoltMounting: Holes in bottom of cabinetQuantity: 1
These drawings involve confidential proprietary rights of Sign Solutions and all design, manufacturing, reproduction, use andsale rights regarding the same are expressly reserved. These drawings are submitted under a confidential relationship for aspecified purpose and the recipient, by accepting this document, assumes custody and agrees (a) that this document will not becopied or reproduced in whole or in part, nor its contents revealed in any manner or to any person except to meet the purpose forwhich it was delivered and (b) that any special features peculiar to this design will not be incorporated into other projects.
Client: Missoula Bone & Joint
Project: Ambulatory Surgery Center
Reference Number: 5191
Drawn by: Gregg Wicker
Date: 01.04.19
Revised: 10.03.19
Scale: 1/8" = 1"
SURGERY CENTER
8"
26"
3-3/
4"
48"
36"
40"
48"
EXHIBIT E (1 OF 2)
WALL ASSEMBLY VARIES
#4 REBAR, 10" OC BY 18" OC
18" X 4" CONC MOW STRIP, 1/4" / 12" SLOPE AWAY FROM BUILDING
4'-6
"3
'-6
"4
"
2'-0"
CONC BASE
CONC FILL
6" SCH 40 GALVANIZED STEEL BOLLARD, PAINTED.
8" TIGHT LINE TO SUMP
9" SQUARE STRAINER COVER AT INLET, SET LID 1/2" ABOVE GRADE
PROVIDE AIR GAP AT INLET
4"X4"X3/16" TUBE STEEL DOWNSPOUT, PNT.
2" DIAMETER HOLE FOR STEEL TUBE AND LAG BOLT @ 48" O.C.
14
A1.4
2"
PRECAST CONC CAP
WRAP BUILDING WRAP OVER T.O. PARAPET WALL
BRICK WALL FLASHING, OVERLAP W/ BUILDING WRAP 6" MIN.
1" 1"6" MTL STUD WALL W/ 5/8" EXTERIOR GWB SHEATHING BOTH SIDES
WRAP ROOFING MEMBRANE UP UNDER FLASHING, ATTACHED TO BRICK WITH MTL TERMINATION BAR
BALLAST OVER ROOF MEMBRANE
ROOF DECK PER STRUCT, PNT
C5
F25
BEAM PER STRUCT, PNT
1/2" COVERBOARD
CONTINUOUS PERFORATED GRAVEL STOP W/ DRIP EDGE
2" GRAVEL BALLAST OVER ROOFING MEMBRANE
GUTTER
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
BEAM PER STRUCT, PNT
1/2" COVER BOARD
ROOF DECK PER STRUCT, PNT
EDGE FLASHING OVER ROOF MEMBANE, WRAP ROOF MEMBRANE OVER GUTTER
PRECAST CONC WALL CURB
BRICK WALL FLASHING, OVERLAP W/ BUILDING
WRAP 6" MIN.
C1
F6
C1
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
COLUMN BEYOND, PER STRUCT, PNT
CONC SLAB PER STRUCT
JOINT-SEALANT BETWEEN CONC SLAB AND SIDEWALK
1/4" X 4" STEEL PLATE, PNT, WELDED TO COLUMNS, ONLY AT BIKE ENCLOSURE
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE
FACE OF COLUMNS
COLUMN BEYOND, PER STRUCT, PNT
CONC SLAB PER STRUCT
JOINT-SEALANT BETWEEN CONC SLAB AND SIDEWALK
WRAP ROOFING MEMBRANE OVER T.O. PARAPET WALL
RIPPED PT PARAPET WALL CAP
C-CHANNEL C12X25, PNT
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
COLUMN BEYOND , PER STRUCT, PNT
26
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS, 1/4" HORIZ AND VERT REVEALS TYP, SEE A8.4 FOR SIM REVEAL DETAILS
WRAP ROOFING MEMBRANE OVER T.O. PARAPET WALL
RIPPED PT PARAPET WALL CAP
C-CHANNEL C12X25, PNT
5/8" GWB SHEATHING ATTACHED TO 1 1/2" VERT HAT CHANNELS SPACE 24" O.C.
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" VERT HAT CHANNELS
2 " GRAVEL BALLAST OVER ROOF MEMBRANE
ROOF DECK PER STRUCT, PNT
STEEL ANGLE PER STRUCT, PNT
1/2" COVERBOARD
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
26
PT BLOCKING
8" TIGHT LINE TO SUMP
9" SQUARE STRAINER COVER AT INLET, SET LID 1/2" ABOVE GRADE
PROVIDE AIR GAP AT INLET
2"
4" STEEL DOWNSPOUT, PAINT
SS TUBE STAND-OFF AND LAG BOLT AT 48" O.C., COORDINATE LENGTH W/ WALL ASSEMBLY AND GUTTER ABOVE. COORDINATE PLACEMENT W/ ARCH. IN FIELD PRIOR TO INSTALL
HOLE IN DOWNSPOUT FOR ACCESS TO LAG BOLT
WALL ASSEMBLY VARIES
3"
COLUMN PER STRUCT
1/4" X 8" STEEL PLATE JAMB, PNT, WELDED TO COLUMN
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS, 1/4" HORIZ AND VERT REVEALS TYP, SEE A8.4 FOR SIM REVEAL DETAILS
C4X5.4, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
HSS 2X2X1/4 GATE FRAME, W/ WELDABLE GATE BOX (NOT SHOWN) SEE HARDWARE SPECS
HINGE, SEE DOOR HARDWARE SPECS. MOUNT PER MFR'S WRITTEN INSTRUCTIONS, NOTCH STEEL PLATE JAMB AND FIBER CEMENT PANEL AT HINGE
1/2
"
FIBER CEMENT PANEL ATTACHED TO VERT 1 1/2" HAT CHANNELS
HEADER PER STRUCT, PNT, FIELD WELDED TO COLUMNS, ALIGNED TO OUTSIDE FACE OF COLUMNS
1/4" X 8" STEEL PLATE, PNT, WELDED TO HEADER
JAMB BEYOND
COLUMN BEYON, PER STRUCT, PNT
1'-0
"8
"1
'-0
"
2'-8
"
1'-0" 4'-0" 1'-0"
6'-0"
*NOTE: FOOTING, FOUNDATION WALL, ELECTRICAL ROUGH-IN, BRICK AND PRECAST CAP BY CONTRACTOR; SIGN BOX AND INSTALLATION BY OTHERS. SIGN DESIGN TO MATCH EXISTING SITE SIGNAGE.
4'-0
"8
"1
'-4
"
6'-0
"
BACKLIT SIGN OSCI, COORDINATE ELECTRICAL AND MOUNTING REQUIREMENTS
CAST IN PLACE CONC CAP, CLASS "A" FINISH FOR EXPOSED CONC
BRICK VENEER
9C
A1.4
CONC FOOTING W/ #4 REBAR @ 12" O.C. EA WAY
PROVIDE CONDUIT UP THROUGH FOOTING AND CAP
CMU BLOCK
6" CONC FOUNDATION WALL W/ #4 REBAR @ 16" O.C. EA WAY
L 3X3X1/4 BY 3" EMBED @ 24" O.C.
2'-0"
MIN
10"
6"
MIN
8"8"
C5
HSS 2X2X1/4 GATE FRAME W/ DIAGONAL BRACING AS REQ'D, PNT
WELDABLE GATE BOX, PNT
MMW ARCHITECTS P.C.
125 West Missoula, MT Phone: Fax: [email protected]
A PROFESSIONAL CORPORATION
Alder Street59802
(406)543-5800 (406)327-9367
JOB #
DATE:
RECORD
SET
7/26/18
JOB #: 17.015
A1.4
SITEDETAILS
MB
J 2
3 H
R A
MB
ULA
TO
RY
SU
RG
ER
Y C
EN
TER
235
8 M
ulla
n R
d., M
isso
ula
MT
59
808
1 1/2" = 1'-0"15
MOW STRIP DETAIL
1/2" = 1'-0"11
BOLLARD DETAIL
1 1/2" = 1'-0"13
DOWNSPOUT DETAIL
1 1/2" = 1'-0"1
BRICK WALL HEAD AT GENERATOR ENCLOSURE1 1/2" = 1'-0"
5GEN ROOF EDGE DETAIL
1 1/2" = 1'-0"2
BRICK WALL BASE AT GENERATOR ENCLOSURE1 1/2" = 1'-0"
7GEN WALL BASE - AT SOUTH WALL
1 1/2" = 1'-0"6
GEN WALL BASE - AT NORTH WALL
1 1/2" = 1'-0"3
GEN WALL HEAD DETAIL1 1/2" = 1'-0"
4GEN ROOF TO PARAPET DETAIL
1 1/2" = 1'-0"14
DOWNSPOUT SECTION
1 1/2" = 1'-0"10
DOOR JAMB AT GENERATOR ENCLOSURE1 1/2" = 1'-0"
9HM DOOR HEAD AT GENERATOR
1/2" = 1'-0"12
MONUMENT SIGN
1/2" = 1'-0"8
GENERATOR DOOR
RevisionNumber
RevisionDate
RevisionDescription
NOTE: SIGN BASE WAS SUBMITTED WITH BUILDING PERMIT 2018-MSS-COM-00127
EXHIBIT E (2 OF 2)
Sign SolutionsPO Box 160Stevensville, MT 59870www.signsolutions.us
5.0 Pick-Up Sign
406.777.1004 Tel406.777.1026 [email protected]
Sign Type/Drawing Number
SpecificationsConstruction: Fabricated Iluminated SignMaterial: Aluminum Frame with Acrylic FacesSize: 10"(h) x 48"(w) x 4"(deep)Background: WhiteFrame Color: SW-6990 CaviarGraphics Color: PMS-293cTypestyle: Myriad Pro RegularIllumination: White LED’s 7000K ‘True White’Electrical: 277 VoltMounting: 8"(L) Threaded Rods with 4"(L) Tube SleevesQuantity: 1
These drawings involve confidential proprietary rights of Sign Solutions and all design, manufacturing, reproduction, use andsale rights regarding the same are expressly reserved. These drawings are submitted under a confidential relationship for aspecified purpose and the recipient, by accepting this document, assumes custody and agrees (a) that this document will not becopied or reproduced in whole or in part, nor its contents revealed in any manner or to any person except to meet the purpose forwhich it was delivered and (b) that any special features peculiar to this design will not be incorporated into other projects.
Client: Missoula Bone & Joint
Project: Ambulatory Surgery Center
Reference Number: 5191
Drawn by: Gregg Wicker
Date: 01.04.19
Revised: 10.03.19
Scale: 1/2" = 1"
PICK-UP6"10"
4"
4"6" 6"
48"
EXHIBIT F
11'-8"
