410133_OMD_MPMG_IFC_Drawings_v03.pdf
PDF 22 MB Posted
- Solicitation number
- S-24800-00016543
- Issued by
- Oregon
About this file
Summary
This is a comprehensive set of architectural, mechanical, and electrical construction drawings for the Automated Multipurpose Machine Gun (MPMG) Range Project being developed by the Oregon Military Department in Boardman, Oregon. The project encompasses multiple facility buildings including a classroom building, operations and storage building, covered mess facility, latrine building, bleacher enclosure, and control tower. The drawings, issued for construction on November 22, 2024, detail specifications for structural components, wall sections, exterior elevations, door and window schedules, finish materials, HVAC systems, lighting and power distribution, and communications infrastructure across all buildings. The facilities are designed with standard wall constructions utilizing concrete masonry units, metal wall panels, metal roof panels, and various interior finishes including gypsum board ceilings, sealed concrete flooring, and rubber wall base. Mechanical systems include ground-mounted heat pumps with programmable thermostats, exhaust fans for the latrine facility with aeration systems, and unit heaters for various spaces. The project also incorporates extensive electrical infrastructure including pole-mounted lighting, distribution panels, grounding systems, and communications cabling throughout the range facility.
The construction drawings specify finish materials from established manufacturers including Butler Buildings for pre-finished metal panels and trim, Trenwyth for concrete masonry units, and Sherwin-Williams for painting and coatings. The facility designs incorporate modern building standards with provisions for accessibility, occupancy sensors for lighting control, emergency lighting and exit signage, and comprehensive grounding and lightning protection systems. Door and hardware specifications detail various door types (flush, half-glass, full-glass, and louvered designs) with corresponding fire ratings and hardware requirements. The electrical design includes multiple power distribution panels serving individual buildings, exterior lighting with red and white range indicator lights controlled from the tower, and fiber optic communication cables connecting the control tower to operations and classroom buildings. All construction is referenced to elevation 100'-0" as the base reference, with foundations typically 2 feet below grade and buildings designed with 8-foot-8-inch wall heights. The drawings are part of contract 410133 and reference related sheets for structural, civil, and site-specific details.
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Text version
A1
WALL SECTION
SCALE: 3/4" = 1'-0" A6
WALL SECTION
SCALE: 3/4" = 1'-0"0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3' A9
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
8'- 8"
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
CAST-IN-PLACE
CONCRETE FLOOR SLAB.
REFER TO STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
WALL FINISH. REFER
TO FINISH SCHEDULE.
CONCRETE MASONRY UNIT
(CMU).
WALL FINISH. REFER TO
FINISH SCHEDULE.
FLOOR FINISH AND WALL
BASE. REFER TO FINISH
SCHEDULE.
5/8" GYPSUM BOARD
CEILING.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
8'- 8"
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
2'-0"
INSULATED CONCRETE
MASONRY UNIT (CMU).
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
WALL FINISH. REFER
TO FINISH SCHEDULE.
5/8" GYPSUM WALL
BOARD.
2 1/2" METAL STUDS AT
16" O.C.
RIGID INSULATION
BOARD.
CROWN MOLDING.
5/8" GYPSUM
BOARD CEILING.
PRE-FINISHED METAL RAKE
TRIM.
CROWN MOLDING.
5/8" GYPSUM
BOARD CEILING.
GRADING. SLOPE AWAY
FROM BUILDING.
INSULATED COILING
OVERHEAD DOOR.
CAST-IN-PLACE CONCRETE
STOOP. SLOPE AWAY FROM
BUILDING.
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
8'- 8"
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
2'-0"
5/8" GYPSUM
BOARD CEILING.
PRE-FINISHED METAL RAKE
TRIM.
EXTERIOR GRADE
PLYWOOD SHEATHING.
VENTED PRE-FINISHED
METAL SOFFIT PANEL.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL WALL
PANEL.
EXTERIOR GRADE
PLYWOOD SHEATHING.
VENTED PRE-FINISHED
METAL SOFFIT PANEL.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL WALL
PANEL.
EXTERIOR GRADE
PLYWOOD SHEATHING.
K12 A-506
F1 A-503
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
RIGID PERIMETER
INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
RIGID PERIMETER
INSULATION.
K12 A-505
K12 A-505
F1 A-502
A1 A-502
F1 A-502
A1 A-502
GENERAL NOTES
GENERAL SHEET NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING
A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PROCEEDING.
1. REFERENCE ELEVATION 100' - 0" = 621.33' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-132 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-135 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-135 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-134
AutoCAD SHX Text File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-134.dwg Date: November 21, 2024 - 9:21pm
ROOM FINISH SCHEDULE - FIRST FLOOR
ROOM
NUMBER ROOM NAME
NORTH SOUTH EAST
FLOOR
FINISH MATERIAL
WEST FINISH HEIGHT
101 SC-1 RB-1 PNT-1 PNT-1 8'-8"STORAGE
WALL FINISH CEILINGS
DOOR SCHEDULE - FIRST FLOOR
DOOR
NUMBER
DOOR FRAME
STC RATING FIRE RATING HARDWARE
DETAILS
NOTESTYPE WIDTH HEIGHT THICKNESS GLAZING MATERIAL TYPE MATERIAL HEAD JAMB THRESHOLD 101A D3 3' - 0" 7' - 0" 1 3/4" G1 (5x20) HM F1 HM . . 2.0 K6 / A-501 101B . . . 5.0 K12 / A-507
F6 / A-501 A6 / A-503
NOTES
102 SC-1 RB-1 8'-8"EQUIPMENT ROOM
103 SC-1 RB-1 8'-8"STORAGE
102A D3 7' - 0" . . . 3.0 K6 / A-501 F6 / A-5011 3/4" HM HM6' - 0" F1
D7 7' - 0"
. . . 4.0 K1 / A-501 F1 / A-5011 3/4"
STL STL6' - 8" .
103A D1 7' - 0"4' - 0"
A1 / A-501 F1 / A-503 A1 / A-501
.HM HMF1
GENERAL NOTES
GENERAL SHEET NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING
A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PROCEEDING.
PNT-1 PNT-1 PNT-2
1. REFERENCE ELEVATION 100' - 0" = 621.33' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-132 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-135 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-135 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
FLOOR FINISH
FINISH ID DESCRIPTION NOTES
EP-1 EPOXY FLOORING
MANUFACTURER
PATTERN
COLOR
SC-1 SEALED CONCRETE . . .
WALL BASE FINISH
FINISH ID DESCRIPTION NOTES
RB-1 RUBBER WALL BASE
MANUFACTURER
ROPPE.
PATTERN
STANDARD.
COLOR
193 BLACK BROWN.
WALL FINISH
FINISH ID DESCRIPTION NOTES
PNT-1 PAINT
MANUFACTURER
SHERWIN WILLIAMS.
PATTERN
COLOR
SW 7003 TOQUE WHITE.
CEILING FINISH
FINISH ID DESCRIPTION NOTES
PNT-2 PAINT
MANUFACTURER
SHERWIN WILLIAMS.
PATTERN
COLOR
SW 7005 PURE WHITE.
MISCELLANEOUS FINISH
FINISH ID DESCRIPTION NOTES
HPL-1 HIGH PRESSURE LAMINATE
MANUFACTURER
WILSON ART.
PATTERN
NATURAL TIGRIS.
COLOR
4669-60.
PNT-3 PAINT SHERWIN WILLIAMS. . SW 7035 AESTHETIC WHITE.
DOORS AND FRAMES.
PNT-4 PAINT SHERWIN WILLIAMS. . SW 7035 AESTHETIC WHITE. WINDOW FRAMES.
PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
DOOR SCHEDULE NOTES
1. INSULATED DOOR AND FRAME.
2. INSULATED COILING OVERHEAD DOOR.
3. INSULATED COILING COUNTER DOOR.
4. MOTORIZED DOOR.
DOOR SCHEDULE NOMENCLATURE
GLAZING SCHEDULE
G1 1" INSULATED GLAZING
G2 1/4" CLEAR TEMPERED GLAZING.
G4 BALLISTIC RATED GLAZING.
G5 CERTIFIED BLAST RESISTANT 1" INSULATED GLAZING UNIT. GLASS TO BE
1/4" NOMINAL LAMINTED GLASS CONSISTING OF TWO 1/8" NOMINAL
GLASS PANES BONDED TOGETHER WITH A MINIMUM OF A 0.030"
INTERLAYER OF A MATERIAL DESIGN FOR BLAST RESISTANCE. THE
GLAZING FRAME BIT SHALL BE IN ACCORDANCE WITH ASTM 2248.
G6 FIRE RESISTANCE RATED GLAZING.
G7 TRANSLUCENT PANEL.
G8 SPANDRAL PANEL.
G9 NOISE CONTROL GLAZING.
FLUSH DOOR (DESIGN F)
THE TERM “FLUSH,” WHEN USED TO DESCRIBE A DOOR TYPE, REFERS TO
A DOOR WITHOUT LITES OR LOUVERS.
FULL FLUSH DOOR
FEATURES NO VISIBLE SEAMS ON THE SURFACE OF THE FACES. FULL
HEIGHT VERTICAL SEAMS ARE VISIBLE ON DOOR EDGES.
SEAMLESS DOOR
FEATURES NO VISIBLE SEAMS EITHER ON THE FACE OR ALONG THE
VERTICAL EDGES OF THE DOOR.
STILE AND RAIL OR STILE AND PANEL DOOR
STILE AND RAIL ARE EITHER MITERED OR BUTTED. MITERED JOINTS ARE
WELDED AND GROUND SMOOTH, SUCH THAT NO MITER JOINTS APPEAR
ON THE DOOR FACES. BUTTED JOINT SEAMS SHALL REMAIN VISIBLE. THE
PANELS ARE INTERLOCKED WITH STILES AND RAILS AND THEY MAY BE
FLUSH OR RECESSED WITH PERIMETER SURFACES.
HALF GLASS DOORS (DESIGN HG)
THE SIZE AND LOCATION FROM THE FINISHED FLOOR TO THE GLAZED
OPENING WILL VARY WITH THE MANUFACTURER. THEIR LITERATURE
SHOULD BE CONSULTED TO DETERMINE THIS INFORMATION AS WELL AS
RECOMMENDED GLASS SIZES. MULTIPLE LITE PATTERNS ARE CREATED
BY THE INSTALLATION OF MUNTINS.
DOORS WITH LITES ARE DESIGNED TO ACCEPT GLAZING MATERIAL OF
VARIOUS THICKNESSES.
IN ACCORDANCE WITH ANSI/ICC A117.1, DOORS CONTAINING ONE OR
MORE GLAZING PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE
GLASS PANEL A MAXIMUM OF 43" FROM THE FINISHED FLOOR.
FULL GLASS DOORS (DESIGN FG)
A MAXIMUM 7" RAIL AND STILE OCCUR AT THE TOP AND AT THE VERTICAL
EDGES OF THIS DOOR. AN 8" MINIMUM RAIL OCCURS AT THE BOTTOM.
TO COMPLY WITH ANSI/ICC A117.1 SPECIFICATION, THE BOTTOM RAIL
SHALL BE SPECIFIED AS MINIMUM 10” MEASURED VERTICALLY FROM THE
FLOOR AND SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE
EXTENDING THE FULL WIDTH OF THE DOOR. MUNTINS ARE NORMALLY
USED TO CREATE THE MULTIPLE LITE FG3 UNIT, ALTHOUGH A 5"-5 1/2"
WELDED-IN RAIL IS STANDARD WITH SOME DOOR MANUFACTURERS.
CONSULT INDIVIDUAL MANUFACTURER’S LITERATURE FOR THEIR DESIGN
VARIATIONS.
NARROW LITE DOOR (DESIGN N)
THE GLASS CUTOUT IN THESE DOORS OCCURS NEAR THE LOCK STILE.
THE WIDTH OF THE LITE SHALL BE A MINIMUM OF 3" AND THE HEIGHT
VARIES BETWEEN 10" AND 60". CONSULT THE INDIVIDUAL
MANUFACTURER’S LITERATURE FOR THE NARROW LITE STANDARD
SPECIFICATION IN THEIR PROGRAM.
VISION LITE DOOR (DESIGN V)
THE INDUSTRY STANDARD IS A 10" X 10" LITE ON THE VERTICAL
CENTERLINE OF THE DOOR. THE HORIZONTAL CENTERLINE OF THE LITE
WILL VARY FROM 60" TO 66" FROM THE FINISHED FLOOR. CONSULT THE
INDIVIDUAL MANUFACTURER’S LITERATURE FOR DETAILS. THE “V” DOOR
DOES NOT COMPLY WITH ANSI/ICC A117.1. TO SATISFY THIS
REQUIREMENT A NARROW LITE (N) SHALL BE USED.
LOUVERED DOOR (DESIGN L)
AS INDICATED BY THE ASTERISK NOTE, THERE ARE A NUMBER OF
LOUVERS AND GRILLES AVAILABLE. THE CHOICE OF WHICH ONE TO USE
MUST BE DETERMINED BY THE ARCHITECT ON AESTHETIC, FUNCTIONAL
AND ECONOMIC GROUNDS AS WELL AS FIRE PROTECTION.
A LOUVER IS AN OPENING IN THE DOOR WITH A SERIES OF SLATS OR
BLADES TO ALLOW PASSAGE OF AIR. GENERALLY, LOUVERS ARE
PREFABRICATED BY WELDING OR TENONING THE BLADES TO THE
MOULDING FRAME. THIS LOUVER FRAME IS INSERTED INTO THE
OPENING IN THE DOOR PREPARE TO RECEIVE THE LOUVER. FUSIBLE
LINK LOUVERS ARE USED TO CONTROL PASSAGE OF FLAMES AND HEAT.
THESE ARE INSERTED INTO FIRE RATED DOORS. CONSULT INDIVIDUAL
MANUFACTURER’S LITERATURE FOR DETAILS.
G3 1/4" POLYCARBONATE GLAZING.
DOOR SCHEDULE ABBREVIATIONS
INTR INTERIOR
EXTR EXTERIOR
SG SINGLE DOOR
DA DOUBLE ACTING
DD DOUBLE DOOR
DE DOUBLE EGRESS
SL SLIDER
OH OVERHEAD DOOR
IM INSULATED METAL
HM HOLLOW METAL
WD WOOD
AL ALUMINUM
STL STEEL
FL FLUSH
NV NARROW VIEW
HV HALF VIEW
FV FULL VIEW
PV PORTAL VIEW
SS STAINLESS STEEL
SSL SINGLE SIDE LITE
DS DOUBLE SIDE LITE
NVC NARROW VIEW CENTERED
LO LOUVER
EP EPOXY FLOORING
EXP EXPOSED
SC SEALED CONCRETE
RB RESILIENT BASE
PNT PAINT
PNT PAINT
HPL HIGH PRESSURE LAMINATE
FINISH SCHEDULE ABBREVIATIONS
DOOR HARDWARE SCHEDULE
HW SET: 1.0 - EXTERIOR - SINGLE
1 CONTINUOUS HINGES A500 X D.H. X S.S.
1 LOCKSET ML2051 - LWM X 626 - L/C
1 CYLINDER 1E74 X 626
1 CLOSER 4040XP R X AL
1 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 2.0 - EXTERIOR - SINGLE
1 CONTINUOUS HINGES A500 X D.H. X S.S.
1 EXIT DEVICE EL99L X 626
1 CYLINDER 1E74 X 626
1 CLOSER 4040XP R X AL
1 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 3.0 - EXTERIOR - PAIR
2 CONTINUOUS HINGES A500 X D.H. X S.S.
2 FLUSH BOLTS 555 X 626
1 EXIT DEVICE EL99L X 626 X 1609STK
1 CYLINDER 1E74 X 626
2 CLOSER 4040XP R X AL
2 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 4.0 - INTERIOR - SINGLE
3 HINGES BB81 - 4.5” X 4.5” X 652
1 LOCKSET ML2057 - LWM X 626 - L/C
1 CYLINDER 1E74 X 626
1 KICK PLATE K1050 - 10" X D.W. - 2” X 630
1 STOP 441 X 626
3 SILENCERS 608
HW SET: 5.0 - EXTERIOR - OVERHEAD SERVICE DOOR
HARDWARE TO BE FURNISHED BY DOOR MANUFACTURER.
HW SET: 6.0 - EXTERIOR - OVERHEAD COUNTER DOOR
HARDWARE TO BE FURNISHED BY DOOR MANUFACTURER.
2, 5
D1
DOOR TYPES
DESIGN F
D3
DESIGN N
D5
DESIGN L
D6 D7
FRAME TYPES
LOUVER TYPES
D2
DESIGN F
D4
DESIGN N
F1 F2 F3
L1
2'-0" x 1'-4"
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A-135
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-135.dwg Date: November 21, 2024 - 9:22pm
H1
ROOF PLAN
SCALE: 1/4" = 1'-0"
A1
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
40'-0"
12'-10" 13'-0" 12'-10"
H1 A-141
A1 A-141
DASHED LINE INDICATES
OUTLINE OF ROOF ABOVE.
MESS
'-0
D1 A-141
L1 A-141
0 2' 4' 8'
0 2' 4' 8'
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
DASHED LINE
INDICATES OUTLINE
OF BUILDING BELOW.
'-0
'-0
2'-
0"
RIDGE
44'-0"
2'-0" 40'-0"
2'- 0"
2'-0"
'-0
'-0
2'-
0" 2'-
0"
44'-0"
2'-0" 40'-0" 2'-0"
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL. REFER TO DETAIL
A12 ON SHEET A-505.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
ICE GUARDS.
DN 4:1
DN 4:1
PRE-FINISHED METAL 5X5
GUTTER. REFER TO
DETAIL K6 ON SHEET A-505.
PRE-FINISHED METAL RIDGE
TRIM. REFER TO DETAIL A1
ON SHEET A-505.
8" 8"
40'-0"
12'-10" 13'-0" 12'-10"8" 8"
'-8
8"
8"
'-0
'-8
8"
8"
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
CAST-IN-PLACE CONCRETE SLAB.
REFER TO STRUCTURAL.
DN 1/8
:12
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL COLUMN.
REFER TO STRUCTURAL. STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
A6 A-142
A9 A-142
A6 A-142
PLAN
NORTH
PLAN
NORTH
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
CAST-IN-PLACE
CONCRETE STEM WALL.
REFER TO STRUCTURAL.
CAST-IN-PLACE
CONCRETE STEM WALL.
REFER TO STRUCTURAL.
CAST-IN-PLACE CONCRETE
STEM WALL. REFER TO
STRUCTURAL.
EDGE OF CAST-IN-PLACE
CONCRETE SLAB.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL
WALL PANEL.
ICE GUARDS.
PRE-FINISHED METAL
RAKE TRIM. REFER TO
DETAIL K12 ON SHEET
A-505.PRE-FINISHED METAL
RAKE TRIM. REFER TO
DETAIL K12 ON SHEET
A-505.
PRE-FINISHED
PRE-FABRICATED RIDGE
VENT. REFER TO DETAIL
F1 ON SHEET A-505.
EATING TABLE. REFER TO
SECTION A1 ON SHEET A-142.
SERVING TABLE. REFER TO
SECTION H1 ON SHEET A-142.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STEEL BOLLARD.
REFER TO CIVIL.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
STEEL BOLLARD.
REFER TO CIVIL.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
EATING TABLE. REFER TO
SECTION A1 ON SHEET A-142.
EATING TABLE. REFER TO
SECTION A1 ON SHEET A-142.
3'- 0"
2'- 0"
3'- 4"
2'- 0"
3'- 4"
2'- 0"
3'- 0"
3'-4" 22'-6" 3'-4"9'-6"
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 622.33' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-141 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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D B
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A-140
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-140.dwg Date: November 21, 2024 - 9:22pm
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
D1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
FASCIA TRIM.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
EAVE HEIGHT
ELEVATION: 108'-8"
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
EAVE HEIGHT
ELEVATION: 108'-8"
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
EAVE HEIGHT
ELEVATION: 108'-8"
H1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
L1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
PRE-FINISHED METAL
3X4 DOWNSPOUT.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
EAVE HEIGHT
ELEVATION: 108'-8"
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED PRE-FABRICATED
METAL RIDGE VENT. REFER TO
DETAIL F1 ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED PRE-FABRICATED
METAL RIDGE VENT. REFER TO
DETAIL F1 ON SHEET A-505.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL K12
ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL K12
ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL STANDING
SEAM ROOF PANEL. REFER TO
DETAIL A12 ON SHEET A-505.
ICE GUARD.
PRE-FINISHED METAL RIDGE
TRIM. REFER TO DETAIL A1
ON SHEET A-505.
PRE-FINISHED PRE-FABRICATED
RIDGE VENT. REFER TO DETAIL F1
ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL STANDING
SEAM ROOF PANEL. REFER TO
DETAIL A12 ON SHEET A-505.
ICE GUARD.
PRE-FINISHED METAL RIDGE
TRIM. REFER TO DETAIL A1
ON SHEET A-505.
PRE-FINISHED PRE-FABRICATED
RIDGE VENT. REFER TO DETAIL F1
ON SHEET A-505.
STEEL COLUMN. REFER
TO STRUCTURAL.
STEEL COLUMN. REFER
TO STRUCTURAL.
STEEL COLUMN. REFER
TO STRUCTURAL.
STEEL COLUMN. REFER
TO STRUCTURAL.
SERVING TABLE. REFER TO
SECTION H1 ON SHEET A-142.
EATING TABLE.
REFER TO SECTION
A1 ON SHEET A-142.
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 622.33' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-141 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
EXTERIOR FINISH SCHEDULE
· PRE-FINISHED METAL STANDING SEAM ROOF PANEL.
MANUFACTURER: BUTLER BUILDINGS
COLOR: COOL IVORY WHITE.
· PRE-FINISHED METAL WALL PANEL.
MANUFACTURER: BUTLER BUILDINGS.
COLOR: COOL COUNTRY WHEAT
· PRE-FINISHED METAL SOFFIT PANEL.
MANUFACTURER: BUTLER BUILDINGS
COLOR: COOL IVORY WHITE.
· PRE-FINISHED METAL GUTTER.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL DOWNSPOUT.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PREFINISHED METAL RIDGE CAP FLASHING.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL WALL PANEL TRIM.
COLOR: MATCH METAL WALL PANEL.
· PRE-FINISHED METAL FASCIA TRIM.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL RAKE TRIM.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL LOUVER.
COLOR: MATCH METAL WALL PANEL.
· CONCRETE MASONRY UNIT WITH SPLIT-FACE.
MANUFACTURER: TRENWYTH.
COLOR: MESASTONE CAMBRIDGE.
· CONCRETE MASONRY UNIT WITH SMOOTH FACE (ACCENT BAND).
MANUFACTUER: TRENWYTH.
COLOR: CANYON STONE.
· INSULATED COILING COUNTER DOOR.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· INSULATED COILING OVERHEAD DOOR.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· INSULATED HOLLOW METAL DOOR AND FRAME.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· ALUMINUM WINDOW FRAME.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· STEEL BOLLARD.
COLOR: SAFETY YELLOW.
· INSULATED GLAZING.
EXTERIOR PANE - CLEAR.
INTERIOR PANE - CLEAR.
· EXPOSED STEEL.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-141
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-141.dwg Date: November 21, 2024 - 9:23pm
EAVE HEIGHT
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
8'- 8"
PRE-FINISHED METAL
SOFFIT PANEL.
PRE-FINISHED METAL
FASCIA TRIM.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
RIGID PERIMETER
INSULATION.
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
2'-6"
8'- 8"
EAVE HEIGHT
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
PRE-FINISHED METAL WALL
PANEL.
2'-6"
PRE-FINISHED
METAL SOFFIT.
PRE-FINISHED METAL
SOFFIT PANEL.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL
GUTTER.
PRE-FINISHED METAL
DOWNSPOUT.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
RIGID PERIMETER
INSULATION.
PRE-FINISHED
METAL SOFFIT.
A6
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3' A9
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
PRE-FINISHED METAL WALL
PANEL.
PRE-FINISHED METAL
LINER PANEL.
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
STRUCTURAL STEEL
BEAM. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
CHANNEL. REFER TO
STRUCTURAL.
PRE-FINISHED METAL
LINER PANEL.
STRUCTURAL STEEL
BEAM. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
CHANNEL. REFER TO
STRUCTURAL.
A1
EATING TABLE SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
8"
2'-0"
1'-0" 1'-0"
FIRST FLOOR
ELEVATION: 100'-0"
6"
11 2"
3'- 4"
1'-0"
1'- 6"
H1
SERVING TABLE SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
CAST-IN-PLACE
CONCRETE FOOTING.
CAST-IN-PLACE CONCRETE
FLOOR SLAB. REFER TO
STRUCTURAL.
2'- 6"
FLOOR FINISH. REFER
TO FINISH SCHEDULE.
2" GALVANIZED STANDARD
STEEL PIPE.
2 1/2" GALVANIZED STANDARD
STEEL PIPE SLEEVE.
1/2" GALVANIZED STEEL
PLATE TABLE TOP.
1/2" GALVANIZED STEEL PLATE
SUPPORTS AT 1'-6" O.C.
8"
2'-0"
1'-0" 1'-0"
FIRST FLOOR
ELEVATION: 100'-0"
6"
11 2"
1'- 6"
1'-0"
1'- 6"
CAST-IN-PLACE
CONCRETE FOOTING.
2'- 6"
2" GALVANIZED STANDARD
STEEL PIPE.
2 1/2" GALVANIZED STANDARD
STEEL PIPE SLEEVE.
1/2" GALVANIZED STEEL
PLATE TABLE TOP.
1/2" GALVANIZED STEEL PLATE
SUPPORTS AT 1'-6" O.C.
GRADING. SLOPE AWAY
FROM BUILDING.
GRADING. SLOPE AWAY
FROM BUILDING.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
K12 A-505
K6 A-505
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 622.33' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-141 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
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K
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D B
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A-142
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-142.dwg Date: November 21, 2024 - 9:24pm
H9
FIRST FLOOR REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
A9
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
H1
ROOF PLAN
SCALE: 1/4" = 1'-0"
DASHED LINE INDICATES
OUTLINE OF ROOF ABOVE.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
PRE-FINISHED METAL
3X4 DOWNSPOUT.
8'-8"
2'-0"6'-8"
'-4
2'- 0"
'-4
8'-8"
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
MECHANICAL
TOILET
TOILET
TOILET
TOILET
MECHANICAL
TOILET
TOILET
TOILET
TOILET
'-4
2'- 0"
'-4
2'-
0"
8'-8"
2'-0"6'-8"
'-4
2'- 0"
'-4
2'-
0"
PRE-FINISHED METAL
STANDING SEAM ROOF PANEL.
REFER TO DETAIL A12 ON
SHEET A-505.
DASHED LINE INDICATES
OUTLINE OF BUILDING BELOW.
101A
102A
103A
104A
105A
8'-8"
8'-8"
8'-8"
8'-8"
2'- 0"
'-4
2'- 0"
'-4
2'-
0"
DN
4:12
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
5X5 GUTTER. REFER
TO DETAIL K6 ON
SHEET A-505.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
SOFFIT PANEL.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL
HIGH EAVE TRIM.
REFER TO DETAIL K1
ON SHEET A-505.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL K12
ON SHEET A-505.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL
K12 ON SHEET A-505.
'-4
'-4
2'- 4"
3'- 4"
2'- 8"
3'- 4"
2'- 8"
3'- 4"
2'- 8"
3'- 4"
4'- 8"
3'-4" 6'-8"
2'-0" 1'-4"
5'- 4"
5'- 4"
5'- 4"
5'- 4"
4'- 0"
A9 A-153
A1 A-152
A1 A-153
D1 A-151
L1 A-151
H1 A-151
A1 A-151
A6 A-153
A6 A-152
A12 A-152
GYPSUM BOARD
CEILING.
AERATED VAULT TOILET.
TTD
TTD
TTD
TTD
HSD
HSD
HSD
HSD
PTD
PTD
PTD
PTD
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 620.83 USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-151 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-155 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-155 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
TOILET ACCESSORIES LEGEND
HSD HAND SANITIZER DISPENSER. DISPENSER SHALL BE SURFACE MOUNTED.
PTD PAPER TOWEL DISPENSER. DISPENSER SHALL BE SURFACE MOUNTED.
TTD TOILET TISSUE DISPENSER. DISPENSER SHALL BE SURFACE MOUNTED.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-150
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-150.dwg Date: November 21, 2024 - 9:24pm
SCALE: 1/4" = 1'-0"
D1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
H1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
L1
EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
0 2' 4' 8'
PRE-FINISHED PRE-FABRICATED
HIGH EAVE TRIM. REFER TO
DETAIL K1 ON SHEET A-505.
CONCRETE MASONRY
UNITS.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
TOP OF WALL
ELEVATION: 108'-8"
CONCRETE MASONRY
UNITS ACCENT BAND.
101A104A
CONCRETE MASONRY
UNITS.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
TOP OF WALL
ELEVATION: 108'-8"
CONCRETE MASONRY
UNITS ACCENT BAND.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL
WALL PANEL.
CONCRETE MASONRY
UNITS.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
TOP OF WALL
ELEVATION: 108'-8"
PRE-FINISHED METAL
3X4 DOWNSPOUT.
CONCRETE MASONRY
UNITS ACCENT BAND.
CONCRETE MASONRY
UNITS.
8'- 8"
FIRST FLOOR
ELEVATION: 100'-0"
TOP OF WALL
ELEVATION: 108'-8"
CONCRETE MASONRY
UNITS ACCENT BAND.
INSULATED HOLLOW
METAL DOOR AND FRAME.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL
K6 ON SHEET A-505.
PRE-FINISHED METAL
WALL PANEL.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL K12
ON SHEET A-505.
PRE-FINISHED METAL 5X5
GUTTER. REFER TO DETAIL K6
ON SHEET A-505. 12
105A
102A103A
LIGHT.
RED LIGHT.
BUILDING SIGNAGE.
REFER TO DETAIL A6
ON SHEET A-501.
MASONRY CONTROL
JOINT.
BUILDING SIGNAGE.
PRE-FINISHED METAL
3X4 DOWNSPOUT.
PRE-FINISHED METAL RAKE
TRIM. REFER TO DETAIL
K12 ON SHEET A-505.
PRE-FINISHED METAL
WALL PANEL.
INSULATED HOLLOW METAL
DOOR AND FRAME.
INSULATED HOLLOW METAL
DOOR AND FRAME.
INSULATED HOLLOW
METAL DOOR AND FRAME.
INSULATED HOLLOW
METAL DOOR AND FRAME.
PRE-FINISHED METAL HIGH
EAVE TRIM. REFER TO
DETAIL K1 ON SHEET A-505.
PRE-FINISHED METAL STANDING
SEAM ROOF PANEL. REFER TO
DETAIL A12 ON SHEET A-505.
ICE GUARD.
PRE-FINISHED METAL HIGH
EAVE TRIM. REFER TO DETAIL
K1 ON SHEET A-505.
PRE-FINISHED METAL HIGH
EAVE TRIM. REFER TO DETAIL
K1 ON SHEET A-505.
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 620.83 USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-151 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-155 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-155 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
EXTERIOR FINISH SCHEDULE
· PRE-FINISHED METAL STANDING SEAM ROOF PANEL.
MANUFACTURER: BUTLER BUILDINGS
COLOR: COOL IVORY WHITE.
· PRE-FINISHED METAL WALL PANEL.
MANUFACTURER: BUTLER BUILDINGS.
COLOR: COOL COUNTRY WHEAT
· PRE-FINISHED METAL SOFFIT PANEL.
MANUFACTURER: BUTLER BUILDINGS
COLOR: COOL IVORY WHITE.
· PRE-FINISHED METAL GUTTER.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL DOWNSPOUT.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PREFINISHED METAL RIDGE CAP FLASHING.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL WALL PANEL TRIM.
COLOR: MATCH METAL WALL PANEL.
· PRE-FINISHED METAL FASCIA TRIM.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL RAKE TRIM.
COLOR: MATCH STANDING SEAM ROOF PANEL.
· PRE-FINISHED METAL LOUVER.
COLOR: MATCH METAL WALL PANEL.
· CONCRETE MASONRY UNIT WITH SPLIT-FACE.
MANUFACTURER: TRENWYTH.
COLOR: MESASTONE CAMBRIDGE.
· CONCRETE MASONRY UNIT WITH SMOOTH FACE (ACCENT BAND).
MANUFACTUER: TRENWYTH.
COLOR: CANYON STONE.
· INSULATED COILING COUNTER DOOR.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· INSULATED COILING OVERHEAD DOOR.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· INSULATED HOLLOW METAL DOOR AND FRAME.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· ALUMINUM WINDOW FRAME.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
· STEEL BOLLARD.
COLOR: SAFETY YELLOW.
· INSULATED GLAZING.
EXTERIOR PANE - CLEAR.
INTERIOR PANE - CLEAR.
· EXPOSED STEEL.
MANUFACTURER: SHERWIN WILLIAMS.
COLOR: SW7035 AESTHETIC WHITE.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-151
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-151.dwg Date: November 21, 2024 - 9:25pm
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
8'- 8"
INSULATED CONCRETE
MASONRY UNIT (CMU).
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
2'-0"
5/8" GYPSUM
BOARD CEILING.
VENTED PRE-FINISHED
METAL SOFFIT PANEL.
WALL FINISH. REFER
TO FINISH SCHEDULE.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL
GUTTER.
PRE-FINISHED METAL
DOWNSPOUT.
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
CROWN MOLDING.
GRADING. SLOPE AWAY
FROM BUILDING.
A6
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3' A9
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
RIGID PERIMETER
INSULATION.
7'-
K6 A-505
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
INSULATED CONCRETE
MASONRY UNIT (CMU).
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
5/8" GYPSUM
BOARD CEILING.
WALL FINISH. REFER
TO FINISH SCHEDULE.
CROWN MOLDING.
GRADING. SLOPE AWAY
FROM BUILDING.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
RIGID PERIMETER
INSULATION.
PRE-FINISHED METAL WALL
PANEL.
PRE-FINISHED METAL WALL
HIGH EAVE TRIM.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
5/8" GYPSUM
BOARD CEILING.
CROWN MOLDING.
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
RIGID PERIMETER
INSULATION.
PRE-FINISHED METAL WALL
PANEL.
PRE-FINISHED METAL WALL
HIGH EAVE TRIM.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
INSULATED HOLLOW METAL
DOOR AND FRAME.
CAST-IN-PLACE CONCRETE
SIDEWALK. SLOPE AWAY
FROM BUILDING.
K1 A-501
A1 A-501
K1 A-505
K1 A-505
A1 A-502
A1 A-502
8'- 8"
8'- 8"
CONCRETE MASONRY UNIT
(CMU) INSULATION INSERT.
CONCRETE MASONRY UNIT
(CMU) INSULATION INSERT.
K1 A-502
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 620.83 USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL PROJECT ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-151 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-155 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-155 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-152
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-152.dwg Date: November 21, 2024 - 9:26pm
SCALE: 3/4" = 1'-0" A6
WALL SECTION
SCALE: 3/4" = 1'-0"0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3' A9
WALL SECTION
SCALE: 3/4" = 1'-0" 0 0.5' 1' 2' 3'
8'- 8"
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
CAST-IN-PLACE
CONCRETE FLOOR SLAB.
REFER TO STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
WALL FINISH. REFER
TO FINISH SCHEDULE.
CONCRETE MASONRY UNIT
(CMU).
WALL FINISH. REFER TO
FINISH SCHEDULE.
FLOOR FINISH AND WALL
BASE. REFER TO FINISH
SCHEDULE.
5/8" GYPSUM BOARD
CEILING.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
8'- 8"
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
2'-0"
INSULATED CONCRETE
MASONRY UNIT (CMU).
CONCRETE MASONRY UNIT
(CMU) BOND BEAM.
WALL FINISH. REFER
TO FINISH SCHEDULE.
CROWN MOLDING.
5/8" GYPSUM
BOARD CEILING.
PRE-FINISHED METAL
FASCIA TRIM.
PRE-FINISHED METAL RAKE
TRIM.
CROWN MOLDING.
5/8" GYPSUM
BOARD CEILING.
TOP OF WALL
ELEVATION: 108'-8"
FIRST FLOOR
ELEVATION: 100'-0"
8'- 8"
PRE-FINISHED METAL
FASCIA TRIM.
TRUSS. REFER TO
STRUCTURAL.
PLYWOOD DECKING.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
STANDING SEAM ROOF
PANEL.
2'-0"
INSULATED HOLLOW METAL
DOOR AND FRAME.
CROWN MOLDING.
5/8" GYPSUM
BOARD CEILING.
PRE-FINISHED METAL RAKE
TRIM.
VENTED PRE-FINISHED
METAL SOFFIT PANEL.
PRE-FINISHED METAL WALL
PANEL.
GRADING. SLOPE AWAY
FROM BUILDING.
CAST-IN-PLACE CONCRETE
STOOP. SLOPE AWAY FROM
BUILDING.
7'- 4"
1'- 4"
VENTED PRE-FINISHED
METAL SOFFIT PANEL.
PRE-FINISHED METAL WALL
PANEL.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
RIGID PERIMETER
INSULATION.
CAST-IN-PLACE CONCRETE
FOUNDATION. REFER TO
STRUCTURAL.
2'-0"
DE
PT
H
OF
FO
UN
DA
TI
ON
CAST-IN-PLACE
CONCRETE FLOOR
SLAB. REFER TO
STRUCTURAL.
FLOOR FINISH AND
WALL BASE. REFER TO
FINISH SCHEDULE.
RIGID PERIMETER
INSULATION.
A1 A-501
K1 A-501
K12 A-505
F1 A-502
A1 A-502
K12 A-505
F1 A-502
A1 A-502
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 620.83 USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-151 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-155 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-155 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-153
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-153.dwg Date: November 21, 2024 - 9:26pm
THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR
TO PROCEEDING.
GENERAL NOTES
1.
ROOM FINISH SCHEDULE - FIRST FLOOR
ROOM
NUMBER ROOM NAME
NORTH SOUTH EAST
FLOOR
FINISH MATERIAL
WEST FINISH HEIGHT
101 SC-1 RB-1 PNT-1 8'-8"TOILET
WALL FINISH CEILINGS
DOOR SCHEDULE - FIRST FLOOR
DOOR
NUMBER
DOOR FRAME
STC RATING FIRE RATING HARDWARE
DETAILS
NOTESTYPE WIDTH HEIGHT THICKNESS GLAZING MATERIAL TYPE MATERIAL HEAD JAMB THRESHOLD
101A D5 3' - 0" 7' - 0" 1 3/4" . HM F1 HM . . 1.0 K1 / A-501
102A D5 7' - 0" . . . 1.0
F1 / A-501
NOTES
1 3/4" HM HM
102 8'-8"TOILET
8'-8"
MECHANICAL
3' - 0" F1
103A D5 7' - 0" . . . .1 3/4" HM HM3' - 0" F1
A1 / A-501
8'-8" 8'-8"
103 TOILET
104 TOILET
. . . 1.0
104A D5 7' - 0" . . . .1 3/4" HM HM3' - 0" F1. . . 1.0
105A D5 7' - 0" . . . 1.01 3/4" HM HM3' - 0" F1
K1 / A-501 K1 / A-501 K1 / A-501 K1 / A-501
F1 / A-501 F1 / A-501 F1 / A-501 F1 / A-501
A1 / A-501 A1 / A-501 A1 / A-501
A1 / A-501 GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100' - 0" = 620.83 USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100' - 0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. REFERENCE SHEET A-001 FOR GENERAL ARCHITECTURAL NOTES.
4. REFERENCE SHEET A-002 FOR ARCHITECTURAL ABBREVIATIONS.
5. REFERENCE SHEET A-003 FOR ARCHITECTURAL SYMBOLS AND GRAPHIC
SCALES.
6. REFER TO SHEET A-151 FOR EXTERIOR FINISH SCHEDULE.
7. REFER TO SHEET A-155 FOR DOOR SCHEDULE.
8. REFER TO SHEET A-155 FOR ROOM FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
FLOOR FINISH
FINISH ID DESCRIPTION NOTES
EP-1 EPOXY FLOORING
MANUFACTURER
PATTERN
COLOR
SC-1 SEALED CONCRETE . . .
WALL BASE FINISH
FINISH ID DESCRIPTION NOTES
RB-1 RUBBER WALL BASE
MANUFACTURER
ROPPE.
PATTERN
STANDARD.
COLOR
193 BLACK BROWN.
WALL FINISH
FINISH ID DESCRIPTION NOTES
PNT-1 PAINT
MANUFACTURER
SHERWIN WILLIAMS.
PATTERN
COLOR
SW 7003 TOQUE WHITE.
CEILING FINISH
FINISH ID DESCRIPTION NOTES
PNT-2 PAINT
MANUFACTURER
SHERWIN WILLIAMS.
PATTERN
COLOR
SW 7005 PURE WHITE.
MISCELLANEOUS FINISH
FINISH ID DESCRIPTION NOTES
HPL-1 HIGH PRESSURE LAMINATE
MANUFACTURER
WILSON ART.
PATTERN
NATURAL TIGRIS.
COLOR
4669-60.
PNT-3 PAINT SHERWIN WILLIAMS. . SW 7035 AESTHETIC WHITE.
DOORS AND FRAMES.
PNT-4 PAINT SHERWIN WILLIAMS. . SW 7035 AESTHETIC WHITE. WINDOW FRAMES.
PNT-1 PNT-1 PNT-1 PNT-2
SC-1 RB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
SC-1 RB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
SC-1 RB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
SC-1 RB-1 PNT-1 PNT-1 PNT-1 PNT-1 PNT-2
DOOR SCHEDULE NOTES
1. INSULATED DOOR AND FRAME.
2. INSULATED COILING OVERHEAD DOOR.
3. INSULATED COILING COUNTER DOOR.
4. MOTORIZED DOOR.
DOOR SCHEDULE NOMENCLATURE
GLAZING SCHEDULE
G1 1" INSULATED GLAZING
G2 1/4" CLEAR TEMPERED GLAZING.
G4 BALLISTIC RATED GLAZING.
G5 CERTIFIED BLAST RESISTANT 1" INSULATED GLAZING UNIT. GLASS TO BE
1/4" NOMINAL LAMINTED GLASS CONSISTING OF TWO 1/8" NOMINAL
GLASS PANES BONDED TOGETHER WITH A MINIMUM OF A 0.030"
INTERLAYER OF A MATERIAL DESIGN FOR BLAST RESISTANCE. THE
GLAZING FRAME BIT SHALL BE IN ACCORDANCE WITH ASTM 2248.
G6 FIRE RESISTANCE RATED GLAZING.
G7 TRANSLUCENT PANEL.
G8 SPANDRAL PANEL.
G9 NOISE CONTROL GLAZING.
FLUSH DOOR (DESIGN F)
THE TERM “FLUSH,” WHEN USED TO DESCRIBE A DOOR TYPE, REFERS TO
A DOOR WITHOUT LITES OR LOUVERS.
FULL FLUSH DOOR
FEATURES NO VISIBLE SEAMS ON THE SURFACE OF THE FACES. FULL
HEIGHT VERTICAL SEAMS ARE VISIBLE ON DOOR EDGES.
SEAMLESS DOOR
FEATURES NO VISIBLE SEAMS EITHER ON THE FACE OR ALONG THE
VERTICAL EDGES OF THE DOOR.
STILE AND RAIL OR STILE AND PANEL DOOR
STILE AND RAIL ARE EITHER MITERED OR BUTTED. MITERED JOINTS ARE
WELDED AND GROUND SMOOTH, SUCH THAT NO MITER JOINTS APPEAR
ON THE DOOR FACES. BUTTED JOINT SEAMS SHALL REMAIN VISIBLE. THE
PANELS ARE INTERLOCKED WITH STILES AND RAILS AND THEY MAY BE
FLUSH OR RECESSED WITH PERIMETER SURFACES.
HALF GLASS DOORS (DESIGN HG)
THE SIZE AND LOCATION FROM THE FINISHED FLOOR TO THE GLAZED
OPENING WILL VARY WITH THE MANUFACTURER. THEIR LITERATURE
SHOULD BE CONSULTED TO DETERMINE THIS INFORMATION AS WELL AS
RECOMMENDED GLASS SIZES. MULTIPLE LITE PATTERNS ARE CREATED
BY THE INSTALLATION OF MUNTINS.
DOORS WITH LITES ARE DESIGNED TO ACCEPT GLAZING MATERIAL OF
VARIOUS THICKNESSES.
IN ACCORDANCE WITH ANSI/ICC A117.1, DOORS CONTAINING ONE OR
MORE GLAZING PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE
GLASS PANEL A MAXIMUM OF 43" FROM THE FINISHED FLOOR.
FULL GLASS DOORS (DESIGN FG)
A MAXIMUM 7" RAIL AND STILE OCCUR AT THE TOP AND AT THE VERTICAL
EDGES OF THIS DOOR. AN 8" MINIMUM RAIL OCCURS AT THE BOTTOM.
TO COMPLY WITH ANSI/ICC A117.1 SPECIFICATION, THE BOTTOM RAIL
SHALL BE SPECIFIED AS MINIMUM 10” MEASURED VERTICALLY FROM THE
FLOOR AND SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE
EXTENDING THE FULL WIDTH OF THE DOOR. MUNTINS ARE NORMALLY
USED TO CREATE THE MULTIPLE LITE FG3 UNIT, ALTHOUGH A 5"-5 1/2"
WELDED-IN RAIL IS STANDARD WITH SOME DOOR MANUFACTURERS.
CONSULT INDIVIDUAL MANUFACTURER’S LITERATURE FOR THEIR DESIGN
VARIATIONS.
NARROW LITE DOOR (DESIGN N)
THE GLASS CUTOUT IN THESE DOORS OCCURS NEAR THE LOCK STILE.
THE WIDTH OF THE LITE SHALL BE A MINIMUM OF 3" AND THE HEIGHT
VARIES BETWEEN 10" AND 60". CONSULT THE INDIVIDUAL
MANUFACTURER’S LITERATURE FOR THE NARROW LITE STANDARD
SPECIFICATION IN THEIR PROGRAM.
VISION LITE DOOR (DESIGN V)
THE INDUSTRY STANDARD IS A 10" X 10" LITE ON THE VERTICAL
CENTERLINE OF THE DOOR. THE HORIZONTAL CENTERLINE OF THE LITE
WILL VARY FROM 60" TO 66" FROM THE FINISHED FLOOR. CONSULT THE
INDIVIDUAL MANUFACTURER’S LITERATURE FOR DETAILS. THE “V” DOOR
DOES NOT COMPLY WITH ANSI/ICC A117.1. TO SATISFY THIS
REQUIREMENT A NARROW LITE (N) SHALL BE USED.
LOUVERED DOOR (DESIGN L)
AS INDICATED BY THE ASTERISK NOTE, THERE ARE A NUMBER OF
LOUVERS AND GRILLES AVAILABLE. THE CHOICE OF WHICH ONE TO USE
MUST BE DETERMINED BY THE ARCHITECT ON AESTHETIC, FUNCTIONAL
AND ECONOMIC GROUNDS AS WELL AS FIRE PROTECTION.
A LOUVER IS AN OPENING IN THE DOOR WITH A SERIES OF SLATS OR
BLADES TO ALLOW PASSAGE OF AIR. GENERALLY, LOUVERS ARE
PREFABRICATED BY WELDING OR TENONING THE BLADES TO THE
MOULDING FRAME. THIS LOUVER FRAME IS INSERTED INTO THE
OPENING IN THE DOOR PREPARE TO RECEIVE THE LOUVER. FUSIBLE
LINK LOUVERS ARE USED TO CONTROL PASSAGE OF FLAMES AND HEAT.
THESE ARE INSERTED INTO FIRE RATED DOORS. CONSULT INDIVIDUAL
MANUFACTURER’S LITERATURE FOR DETAILS.
G3 1/4" POLYCARBONATE GLAZING.
DOOR SCHEDULE ABBREVIATIONS
INTR INTERIOR
EXTR EXTERIOR
SG SINGLE DOOR
DA DOUBLE ACTING
DD DOUBLE DOOR
DE DOUBLE EGRESS
SL SLIDER
OH OVERHEAD DOOR
IM INSULATED METAL
HM HOLLOW METAL
WD WOOD
AL ALUMINUM
STL STEEL
FL FLUSH
NV NARROW VIEW
HV HALF VIEW
FV FULL VIEW
PV PORTAL VIEW
SS STAINLESS STEEL
SSL SINGLE SIDE LITE
DS DOUBLE SIDE LITE
NVC NARROW VIEW CENTERED
LO LOUVER
EP EPOXY FLOORING
EXP EXPOSED
SC SEALED CONCRETE
RB RESILIENT BASE
PNT PAINT
PNT PAINT
HPL HIGH PRESSURE LAMINATE
FINISH SCHEDULE ABBREVIATIONS
DOOR HARDWARE SCHEDULE
HW SET: 1.0 - EXTERIOR - SINGLE
1 CONTINUOUS HINGES A500 X D.H. X S.S.
1 LOCKSET ML2051 - LWM X 626 - L/C
1 CYLINDER 1E74 X 626
1 CLOSER 4040XP R X AL
1 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 2.0 - EXTERIOR - SINGLE
1 CONTINUOUS HINGES A500 X D.H. X S.S.
1 EXIT DEVICE EL99L X 626
1 CYLINDER 1E74 X 626
1 CLOSER 4040XP R X AL
1 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 3.0 - EXTERIOR - PAIR
2 CONTINUOUS HINGES A500 X D.H. X S.S.
2 FLUSH BOLTS 555 X 626
1 EXIT DEVICE EL99L X 626 X 1609STK
1 CYLINDER 1E74 X 626
2 CLOSER 4040XP R X AL
2 KICKPLATE K1050 - 10” X D.W. - 2” X 630
1 THRESHOLD 425E X D.W.
1 DOOR BOTTOM 101VA X D.W.
1 WEATHERSTRIPPING 164V
1 OVERHEAD RAIN DRIP 16A X D.W. - 4”
HW SET: 4.0 - INTERIOR - SINGLE
3 HINGES BB81 - 4.5” X 4.5” X 652
1 LOCKSET ML2057 - LWM X 626 - L/C
1 CYLINDER 1E74 X 626
1 KICK PLATE K1050 - 10" X D.W. - 2” X 630
1 STOP 441 X 626
3 SILENCERS 608
HW SET: 5.0 - EXTERIOR - OVERHEAD SERVICE DOOR
HARDWARE TO BE FURNISHED BY DOOR MANUFACTURER.
HW SET: 6.0 - EXTERIOR - OVERHEAD COUNTER DOOR
HARDWARE TO BE FURNISHED BY DOOR MANUFACTURER.
D1
DOOR TYPES
DESIGN F
D3
DESIGN N
D5
DESIGN L
D6 D7
FRAME TYPES
D2
DESIGN F
D4
DESIGN N
F1 F2 F3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A-155
File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\ARCH\AutoCAD\2Sheets\410133A001_A-155.dwg Date: November 21, 2024 - 9:27pm
A9
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
H1
ROOF PLAN
SCALE: 1/4" = 1'-0"
DASHED LINE INDICATES
OUTLINE OF ROOF ABOVE.
PRE-FINISHED METAL
WALL PANEL.
CAST-IN-PLACE
CONCRETE SLAB. REFER
TO STRUCTURAL.
H1 A-161
PRE-FINISHED METAL
3X4 DOWNSPOUT. PRE-FINISHED METAL
3X4 DOWNSPOUT.
DN 1/8
:12
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
A1 A-161
H9 A-161
15'-9"
31'-6"
15'-9"
6" 6"
32'-6"
'-0
'-0
6"
'-0
6"
BLEACHERS
'-0
'-0
6"
'-0
6"
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL COLUMN.
REFER TO STRUCTURAL.
PRE-FINISHED METAL
WALL PANEL.
L2 L2
2 ALUMINUM BLEACHERS 15' WIDE, 10
ROWS. PROVIDE ALUMINUM PIPE AND
CHAINLINK FABRIC GUARDRAILS AT SIDE
AND REAR OF BLEACHERS.
0 2' 4' 8'
PLAN
NORTH
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
STRUCTURAL STEEL
COLUMN. REFER TO
STRUCTURAL.
0 2' 4' 8'
PRE-FINISHED METAL 5X5
GUTTER.
PRE-FINISHED METAL
STANDING SEAM…
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