B.08.02 20B0009_Plans.pdf
PDF 22 MB Posted
- Attached to
- Mill Creek Maintenance Building Interior Federal contract opportunity
- Solicitation number
- W912EF20B0009
About this file
This document provides details on a forthcoming federal construction solicitation. The U.S. Army Corps of Engineers Walla Walla District will issue an Invitation for Bids for interior renovations to the Mill Creek Maintenance Building located near Walla Walla, Washington. Renovations include constructing interior walls, upgrading electrical systems, and installing HVAC, welding equipment, plumbing, and restroom fixtures. Exterior work consists of demolishing and repaving an access road, installing drainage, and connecting utilities. The estimated value is between $250,000 and $500,000. The solicitation will be set aside for women-owned small businesses and issued on beta.sam.gov in late May 2020. Bids are due approximately 30 days later. The apparent low bidder must demonstrate responsibility. The single award firm fixed-price contract includes optional items. The North American Industry Classification System code is 237990.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B.08.02 20B0009_TechSpecs.pdf | ||
| B.08.02 Solicitation W912EF20B0009.pdf | ||
| Site Visit Info W912EF20B0009.pdf |
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G-001 project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
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JEFFREY LYON, P.E.
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TIE INTO EXISTING STUB OUT4
THRUST BLOCK - SEE DETAIL F1 ON SHEET C-5023
22° ANGLE2
45° ANGLE1
SURFACE IN MAINTENANCE YARD IS TOP COURSE.6.
WATER LINE IS 1" PVC WITH 3" SLEEVE.5.
TOP OF WATERLINE ELEV: 4.5' FROM EXISTING GRADE.4.
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WATER LINE SHALL CROSS OVER STORM DRAIN BY 2 FT VERTICALLY.2.
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FLOW IN
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8" SQUARE X 8" THICK
2" HDPE
2" PVC WYE
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2 1/8"
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PLACE BOND BREAKER ANY PLACE PIPE CONTACTS CONCRETE.3.
NON-BEARING VERTICAL SURFACES.
THRUST BLOCKS ARE TO EXTEND TO UNDISTURBED GROUND. FORM ALL 2.
NOTED.
UTILITY LINES SHALL BE CENTERED IN TRENCH EXCEPT WHERE OTHERWISE 1.
DETAIL: TRENCH-WASTE - OPTIONAL BID ITEM
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A-001
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GENERAL ARCHITECTURAL NOTESMULTI-DISCIPLINE COORDINATION NOTES
ABBREVIATIONS
N E
R A
L A
B B
R E
V
IA
T
IO
N S A
T E
S
MATCH EXISTING IN COLOR (U.N.O. - STANDARD FOR NEW SHOULD BE WHITE UNLESS EXISTING IS OTHER.)
DOOR SWING, AND VISIBLE WHEN DOOR IS FULLY OPEN ALL SWITCHES TO BE BUILDING STANDARD TOGGLE TYPE - TO
ALL SWITCHES LOCATED ON PARTITIONS ADJACENT TO DOOR LATCH AGAINST PARTITION, TO BE POSITIONED CLEAR OF 25.
SHALL BE COORDINATED WITH AND SHALL BE APPROVED BY DOR PRIOR TO INSTALLATION.
THE ROUTING OF ALL SURFACE MOUNTED/EXPOSED CONDUIT IN UNFINISHED AREAS (OR WHERE NOTED ON DRAWINGS) 24.
ALL WALL SWITCHES ADJACENT TO ONE ANOTHER ARE TO BE GANGED WITH A CONTINUOUS PLATE.23.
ALL QUADRAPLEX OUTLETS (OR 2 DUPLEX TOGETHER) ARE TO BE A SINGLE QUAD BOX WITH A MATCHING FACE PLATE.22.
OUTLET INDICATED ON BOTH SIDES OF A PARTITION SHALL BE STAGGERED 6" U.N.O..21.
ALL OUTLETS ON COLUMNS SHALL BE INSTALLED ON COLUMN CENTERLINE U.N.O..20.
CONTRACTOR SHALL COORDINATE AND VERIFY INSTALLATION OF OUTLETS OCCURRING IN MILLWORK.
OUTLETS LOCATED ABOVE WORKSURFACES AND CABINETS SHALL BE ORIENTED VERTICALLY UNLESS OTHERWISE NOTED. 19.
WALL MOUNTED OUTLETS SHALL BE ORIENTED VERTICALLY, LEVEL AND ALIGNED WITH ADJACENT DEVICES.18.
CENTERLINE - U.N.O..
SHOWN ARE TO BE GROUPED TOGETHER AND SHALL NOT BE MORE THAN 6 INCHES APART ON EITHER SIDE OF GROUP
ALL OUTLETS ARE DIMENSIONED FROM FINISHED FACE OF WALL (OR PARTITION) TO CENTERLINE OF OUTLET. ALL OUTLETS 17.
MOUNTED OUTLETS IN MILLWORK.
VERIFY AND COORDINATE WITH DOR PRIOR TO INSTALL OF ALL OUTLET LOCATIONS WITH MILLWORK. PROVIDE CUT-OUT 16.
PROVIDE 2” DIAMETER WHITE PLASTIC GROMMETS IN MILLWORK ABOVE EACH OUTLET U.N.O. 15.
NOT USED.14.
G.C. TO CONFIRM ALL OCCUPANT EQUIPMENT POWER LOCATION.13.
ELECTRICAL OR SHOP DRAWINGS MUST BE VERIFIED WITH DOR IN THE FIELD PRIOR TO INSTALLATION.
FOR DIMENSIONS AND CENTERING ON WALL NEW THERMOSTAT LOCATIONS INDICATED ON MECHANICAL AND OR 12.
ALL DEVICES TO BE WHITE, U.N.O.(UNLES NOTED OTHERWISE).11.
ALL ELECTRICAL DEVICES ARE TO BE MOUNTED AT ADA (AMERICANS WITH DISABILITIES ACT), COMPLIANT HEIGHTS.10.
G.C. TO PROVIDE CONDUIT AND BACK BOXES AT EACH NEW ELECTRICAL AND COMMUNICATIONS LOCATION AS REQUIRED.9.
COMMUNICATIONS CONTRACTOR AS PART OF THE TELECOMMUNICATIONS PACKAGE.
TELECOMMUNICATIONS WIRING AND OUTLETS IN THE CASEWORK ARE TO BE INSTALLED AND TERMINATED BY THE G.C. 8.
ALL OUTLET COVERPLATES AND SWITCH PLATES ARE TO MATCH OUTLETS AND SWITCHES.7.
LOCATIONS SHALL ALWAYS BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS.6.
ARCHITECTURAL DRAWINGS, THE DRAWINGS WITH THE GREATER QUANTITY SHALL PREVAIL.
WHENEVER THERE IS A QUANTITY OR LOCATION CONFLICT BETWEEN THE ELECTRICAL DRAWINGS AND THE 5.
ALL NEW WORK SHALL BE INSTALLED CONCEALED, UNLESS OTHERWISE INDICATED OR REQUIRED.4.
RECEPTACLE, SWITCH, TELECOMM, ETC BOXES AT LOCATIONS INDICATED ON THE PLANS.
G.C. (GENERAL CONTRACTOR) TO INSTALL ADDITIONAL METAL STUDS AND OR UNI-STRUT AS REQUIRED TO INSTALL ALL 3.
ARCHITECTURAL SECTION SHEETS FOR LOCATION OF ALL OUTLETS AS THEY RELATE TO MILLWORK.
ALL OUTLETS SHOWN ON MILLWORK ARE TO BE COORDINATED WITH ELEVATIONS FOR EXACT LOCATIONS. SEE 2.
(DESIGNER OF RECORD), PRIOR TO START OF M.E.P. WORK.
RESOLVE ANY M.E.P. (MECHANICAL, ELECTRICAL, PLUMBING), AND ARCHITECTURAL LAYOUT DISCREPANCIES WITH DOR 1.
BUILDING CODE
9,000 SQUARE FEET PER STORYALLOWABLE AREA:
TYPE V-B NS (NON-SPRINKLERED)CONSTRUCTION TYPE:
S-1OCCUPANCY:
NFPA 1 (CURRENT EDITION)FIRE CODE:
2015 IBC (INTERNATIONAL BUILDING CODE)BUILDING CODE:
904SFMEZZANINE -
1,344SFFIRST FLOOR -
BUILDING AREA:
INTERSECTIONS, UNLESS OTHERWISE INDICATED.
INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN NEAREST ADJACENT WALL
FINISH OPENING A MINIMUM OF FOUR (4) INCHES [PERPENDICULAR] FROM THE ADJACENT WALL UNLESS OTHERWISE
DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF 20.
DIMENSIONS OUTLINED IN THE CONTRACT DOCUMENTS.
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ITEMS THAT MAY CAUSE A CHANGE FROM THE
NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURES OR PROPOSED
EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. NO ALLOWANCE WILL BE MADE FOR THE CONTRACTOR'S
CONTRACTORS SHOULD BE COGNOSCENTE OF ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF 19.
VERTICAL DIMENSIONS ARE FROM TOP OF FINISHED FLOOR SLAB, UNLESS OTHERWISE INDICATED. (A.F.F.).18.
HORIZONTAL DIMENSIONS ARE TO FINISHED FACE OF CONSTRUCTION, UNLESS OTHERWISE INDICATED.17.
ANCHORAGE (ASCE 7-05 SEC. 13.1.4)
EQUIPMENT AT ANY WEIGHT MOUNTED AT MORE THAN 4 FEET ABOVE FLOOR HEIGHT SHALL BE PROVIDED WITH
PROVIDE CALCULATIONS AND ANCHORAGE DETAILS FOR ALL EQUIPMENT WEIGHING 400 LBS. OR MORE. NOTE THAT 16.
WHICH DOES NOT AFFECT THE PRODUCTS WARRANTY, UL LISTING, OR EFFECTIVENESS.
RECOMMENDATIONS AND SPECIFICATIONS, UNLESS A HIGHER QUALITY/METHOD OF INSTALLATION HAS BEEN INDICATED
NOTED. MANUFACTURED MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S
ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY, UNLESS OTHERWISE 15.
FIELD BEFORE PROCEEDING WITH WORK.
''VERIFY IN FIELD",''V.I.F." OR ''VIF" IS DEFINED AS A INSTANCE WHERE THE CONTRACTOR IS TO VERIFY DIMENSIONS IN THE 14.
"SIMILAR" OR "SIM." IS DEFINED AS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED.13.
"TYPICAL" OR "TYP." IS DEFINED AS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 12.
TO ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
CONFORMANCE WITH TYPICAL DETAILS FOR ATYPICAL CONDITIONS. TYPICAL DETAILS SHALL BE CONSTRUED TO PERTAIN
NOT ALL CONDITIONS MAY BE SHOWN IN DETAILS. CONTRACTOR SHALL PROVIDE INSTALLATIONS WHICH ARE IN 11.
SUPPORT A MINIMUM OF 80 LBS. PER LINEAR FT. OF SHELVING OR COUNTER.
OF TWO STUDS AND MIN. OF 6" WIDE UNLESS NOTED OTHERWISE. BACKING AND FASTENERS ARE TO BE PROVIDED TO
CONCEALED 16 GA. METAL PLATE BACKING IS TO BE PROVIDED INSIDE THE SUPPORTING PARTITION SPANNING MINIMUM
COORDINATE FLUSH WALL SURFACE). WHERE OVERHEAD CABINETS, SHELVING, COUNTERS, ETC. ARE TO BE INSTALLED, OF RECESSED ITEMS THAT REQUIRE SECURE ATTACHMENT. (PLATES PROPERLY SIZED ARE ALLOWED AS NEEDED, TREATED. VERIFY SUITABLE BLOCKING TYPE WITH PROVIDER OF ITEM TO BE MOUNTED. PROVIDE BLOCKING AT ALL SIDES
PANELS, COMM. EQUIPMENT, LIGHT FIXTURES, ETC. CONCEALED WOOD USED FOR BLOCKING TO BE FIRE RETARDANT
ELEVATIONS AND DETAILS FOR LOCATION OF ITEMS WHICH MAY REQUIRE SUPPORT. (I.E: WALL HUNG SHELVING, WOOD
AND AS REQUIRED TO MEET CODE REQUIREMENTS AND TO PROVIDE FOR A STABLE INSTALLATION. REFER TO THE PLANS, REINFORCING IN WALL BEHIND ALL WALL-MOUNTED, WALL-ANCHORED OR SUPPORTED ITEMS AS NOTED AND DETAILED, THE GENERAL CONTRACTOR SHALL COORDINATE AND PROVIDE APPROPRIATE STRUCTURAL BLOCKING, BACKING AND/OR 10.
BULKHEAD/ SOFFIT WHERE BOTH SIDES SHALL BE WITHOUT A CEILING.
DO NOT BRACE INTO THE AREA WHERE NO CEILING IS TO BE INSTALLED, OR INTO THE "MORE OPEN" AND VISIBLE SIDE OF
PARTICULARLY AT SUSPENDED GYPSUM BOARD CEILING AREAS. IF EXPOSED TO VIEW CONDITIONS EXIST IN THE DESIGN, WHEREVER DIAGONAL BRACING IS INDICATED OR OTHERWISE REQUIRED, INSTALL BRACING UNEXPOSED TO VIEW. 9.
SEISMIC CODE REQUIREMENTS.
ALL PARTITIONS, DOORS, GLAZED OPENINGS, SOFFITS, ET AL., SHALL BE STRUCTURALLY BRACED IN ACCORDANCE WITH
ALL NEW WALLS SHALL EXTEND VERTICALLY THRU THE CEILING TO THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 8.
WHERE POSSIBLE.
CONSTRUCTION OR FABRICATION PROCEEDING. THE TOP (LOCATION ABOVE FINISH FLOOR) OF ALL DEVICES SHALL ALIGN
COORDINATED BY AND BETWEEN THE GENERAL CONTRACTOR AND PERTINENT SUB-CONTRACTORS PRIOR TO
ABOVE EQUIPMENT ARE PROVIDED. ELEMENTS TO BE EXPOSED TO VIEW SHALL BE REVIEWED WITH THE DOR AND
DUCTWORK, CONDUIT, CABLES, ETC.), AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF
IN THE LOCATION OF ANY MECHANICAL, HVAC, TELEPHONE, ELECTRICAL, AND PLUMBING (TO INCLUDE ALL PIPING, THERMOSTATS WITH THE DOR IN THE FIELD PRIOR TO PROCEEDING. THEY SHALL ALSO VERIFY THAT NO CONFLICT EXISTS
COORDINATE LOCATIONS OF ALL PARTITIONS, DOORS, ELECTRICAL/TELEPHONE OUTLETS, LIGHT SWITCHES AND 7.
CONTRACTOR AND SUB-CONTRACTORS SHALL COORDINATE THE LAYOUT.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DIMENSIONS AND ELEVATIONS AT THE SITE. THE 6.
DISCREPANCIES EXIST BETWEEN FIELD CONDITIONS AND THE DRAWINGS NOTIFY DOR.
LAY-OUT ALL PARTITIONS BEFORE PROCEEDING. VERIFY PARTITION LAY-OUT WITH DOR BEFORE FRAMING. IF 5.
TO CENTER LINES OF DOORS AND OTHER SCHEDULED OPENINGS, U.N.O.
ALL DIMENSIONS ARE FACE OF FINISH, FACE OF CONCRETE. TO CENTER LINES OF COLUMNS AND OTHER GRID POINTS AND 4.
HAS BEEN MADE.
NOT PROCEED WITH THE WORK AFFECTED UNTIL THE DOR HAS BEEN NOTIFIED AND PROCEED ONLY AFTER CLARIFICATION
AND MEASUREMENTS AT THE SITE OR LACK OF DIMENSIONS OR OTHER INFORMATION, THE GENERAL CONTRACTOR SHALL
AN ERROR IN A DRAWING OR SPECIFICATION OR A DISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS
SPECIFICATIONS, THE MORE STRINGENT SHALL TAKE PRECEDENCE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER
IN THE EVENT OF CONFLICT BETWEEN INFORMATION SHOWN ON DRAWINGS AND INFORMATION SHOWN ON THE 3.
DATA SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND BY THE DOR INSTRUCTIONS.
AND CONTACT ARCHITECT TO ADDRESS ANY DISCREPANCIES. EXACT LOCATIONS, DISTANCES, ELEVATIONS AND SIMILAR
BE PLUMB AND WALLS MAY NOT BE EXACTLY PARALLEL). THE CONTRACTOR SHALL FIELD VERIFY ALL ACTUAL DIMENSIONS
SCALED. ALL DIMENSIONS SHOWN RELATING TO EXISTING CONSTRUCTION ARE APPROXIMATE (EXISTING WALLS MAY NOT
CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. DRAWINGS ARE NOT TO BE 2.
CONSTRUCTION TO REMAIN IS SHOWN WITH "SCREENED" LINES.
EXCEPT WHERE OTHERWISE NOTED, ALL NEW CONSTRUCTION IS SHOWN WITH SOLID DARK LINES, AND EXISTING 1.
(VERIFY IN FIELD)VIF
(UNLESS NOTED OTHERWISE)UNO
(TYPICAL)TYP
(DESCRIPTION)SS
(DESCRIPTION)SJ
(SIMILAR)SIM
(RESTROOM)REST
(OVERHEAD)OH
(MINIMUM)MIN
(MANUFACTURER)MFG
MECHANICAL, ELECTRICAL, AND PLUMBING)MEP
(POUNDS)LBS
(GYPSUM WALLBOARD)GWB
(GENERAL CONTRACTOR)GC
(GAGE)GA
(FOOT)FT
(FIBER REINFORCED PLASTIC)FRP
(FIRE ALARM)FA
(EXISTING)EXIST
(AND SO FORTH)ETC
(DOWN)DN
(DESIGNER OF RECORD)DOR
(DIAMETER)DIA
(CONCRETE)CONC
(COMMUNICATIONS)COMM
(AUDIO VISUAL)AV
(AMERICANS WITH DISABILITIES ACT)ADA
(ABOVE FINISHED FLOOR)AFF
(ARCHITECTURAL BARRIERS ACT)ABA
LINE OF STORAGE
MEZZANINE ABOVE
OUTLINE OF
SKYLIGHT
ABOVE
20'-0"20'-0" 1'-0"1'-0"
42'-0"
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1 2 3
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CLCL
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0 4' 8'2'
NORTH
PLAN
NORTH
F
IR
S T F
L O
O R P
L A
N
M C -1 -1
/1
FIRST FLOOR PLAN
SCALE: 1/4" = 1'C-101
REF
NOTE: MEZZANINE FLOOR PLAN ON SHEET A-102
(FULL WALL THICHNESS AND HEIGHT)
SOUND BATT INSULATION
LEGEND
UP
EXISTING CONCRETE SLAB APRON
A1
A-201
A6
A-201
E1
A-201
E5
A-201
A1
A-302
A1
A-303
A1
A-301
A1
A-401
A1
A-305
A1
A-304
A1
A-306
A-307
42'-0"
20'-0"20'-0"
/4
1'-0" 1'-0"
19 3/8
19'-3"
18" 18" 18"36" 36"18" EQ. EQ.
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A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1 2 3
A
B
D
A
C
D
1 2 3
CL
C L
C L
CL
CL
MEZZANINE
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bA-102XXX.dgn
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A K
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U G
E N
A1
SCALE: 1/4" = 1' 0 4' 8'2'
NORTH
PLAN
NORTH
ACCESSORIES AS REQUIRED BY MANUFACTURE.
PROVIDE ADDITIONAL BACKING FOR NEW FICTURES, CABINETS AND 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
NEW DATA CABINET LOCATION13.
NOT USED12.
EXISTING LATERAL X-BRACING STEEL RODS11.
NOT USED10.
FLOOR TO TOP OF WALL CABINETS
INSTALL FULL HEIGHT LAMINATE CLAD 3/4" PLYWOOD END PANEL FROM 9.
NOT USED8.
NOT USED7.
NOT USED6.
NOT USED5.
EXISTING LIGHT FIXTURES TO REMAIN4.
SLAB TO REMAIN UNFINISHED, PROTECT DURING CONSTRUCTION.
EXISTING MEZANINE FLOOR CONCRETE SLAB ON METAL DECK. EXISTING 3.
EDGE OF EXISTING MEZZANINE CONCRETE SLAB2.
EXISTING GAURDRAIL TO REMAIN1.
M E
Z Z
A N
IN
E F
L O
O R P
L A
N
M C -1 -1
MEZZANINE FLOOR PLAN
DN
A1
A-201
A6
A-201
E1
A-201
E5
A-201
A1
A-303
A1
A-302
A1
A-301
A1
A-304
A1
A-305
A1
A-306
A1
A-307
A-402
42'-0"
20'-0"20'-0" 1'-0"1'-0"
S O
L
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S
U E D
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SHEET ID
A
B
C
D
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F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1 2 3
CL COLUMN CLCOLUMN
CL COLUMN
A
C
D
C L C
O L
U M
N
A
B
D
C L C
O L
U M
N
1 2 3
STORAGE
LAUNDRY
SERVICE BAY
SHOP
REST.
S
E N
O
A U
G U
S T
E
F
B
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bA-103XXX.dgn
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MOUNTED FIXTURES AS REQUIRED PER MANUFACTURE.
INSTALL ADDITIONAL BACKER AND SUPPORT MATERIAL FOR CEILING 1.
GENERAL SHEET NOTES
A1
SCALE: 1/4" = 1' 0 4' 8'2'
NORTH
PLAN
NORTH
F
IR
S T F
L O
O R R
E F
L E
C T
E D C
E
IL
IN
G P
L A
N
M C -1 -1
FIRST FLOOR REFLECTED CEILING PLAN
SHEET KEYNOTES
EXAUST FAN, SEE MECHANICAL SHEETS9.
EXISTING LIGHT FIXTURES TO REMAIN 8.
NEW GWB CEILING AT 7'-6"7.
NEW PAIR OF SOLID CORE SLIDING DOORS WITH BARN DOOR HARDWARE6.
NEW WALL CABINET5.
NEW MECHANICAL EQUIPMENT AND DUCTING4.
TOP TO PERIMETER BEAM AND TO CONCRETE CURB AT BOTTOM.
(3) NEW (4'-0" WIDE X 8'-0" HIGH ) 1/4" STEEL PLATE PANELS ANCHORED AT 3.
CEILING MOUNTED SHOWER CURTAIN TRACK2.
RELOCATE EXISTING LIGHT FIXTURE1.
UP
OUTLINE OF MEZZANINE FLOOR ABOVE
5 5
42'-0"
20'-0"20'-0"
1'-0" 1'-0"
S O
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A W
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Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1 2 3
CL COLUMN CLCOLUMN
CL COLUMN
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1 2 3
D
A
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D
C L C
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N
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33 3
4 4 4
4 4
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bA-104XXX.dgn
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MOUNTED FIXTURES AS REQUIRED PER MANUFACTURE.
INSTALL ADDITIONAL BACKER AND SUPPORT MATERIAL FOR CEILING 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
EXISTING LIGHTS TO REMAIN4.
EXISTING SKYLIGHT ABOVE (6) LOCATIONS3.
NEW WALL CABINET2.
NEW MECHANICAL EQUIPMENT AND DUCTING1.
A1
MEZZANINE FLOOR REFLECTED CEILING PLAN
SCALE: 1/4" = 1' 0 4' 8'2'
NORTH
PLAN
NORTH
ROOF RIDGE LINE
L
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S
U E D
A T
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SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
117'-10"
T.O. WALL
T.O. FLOOR
100'-0"
108'-4"
T.O. MEZZANINE
D C A
117'-10"
T.O. WALL
108'-4"
T.O. MEZZANINE
T.O. FLOOR
100'-0"
CA
117'-10"
T.O. WALL
108'-4"
T.O. MEZZANINE
T.O. FLOOR
100'-0"
1 2 3
117'-10"
T.O. WALL
108'-4"
T.O. MEZZANINE
T.O. FLOOR
100'-0"
B
4 4
S
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bA-201XXX.dgn
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SCALE: 1/4" = 1' 0 4' 8'2' A6
SCALE: 1/4" = 1' 0 4' 8'2'
WEST EXTERIOR ELEVATION
A-102
A-101
REF EAST EXTERIOR ELEVATION
A-102
A-101
REF
E5
SCALE: 1/4" = 1' 0 4' 8'2'E1
SCALE: 1/4" = 1' 0 4' 8'2'
SOUTH EXTERIOR ELEVATION NORTH EXTERIOR ELEVATION
A-102
A-101
REF
A-102
A-101
REF
SHEET KEYNOTES
INSTALL NEW EXHAUST FAN PER MECHANICAL5.
INSTALL NEW CONDENSING UNITS PER MECHANICAL.4.
INSTALL NEW WELDING EXHAUST STACK PER MECH. SHT. MH5023.
PANELS.
TO INSULATED METAL PANELS. LOUVER FINISH AND TRIM TO MATCH WALL
INSTALL NEW WALL LOUVER PER MECAHNICAL. WITH SUPPORTS ANCHORED 2.
PANELS.
INSULATED METAL PANELS. PAINT SUPPORTS AND PIPE TO MATCH WALL
INSTALL NEW PLUMBING VENT PIPE WITH SUPPORTS ANCHORED TO 1.
3'-0"
S O
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N B
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S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D C B A
GRADE VARIES
117'-10"
T.O. WALL GIRTS
114'-0"
T.O. DOOR OPENING
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
SECTIONAL DOOR
EXISTING OVERHEAD
WALL OPENING
NEW 3070 CASED
NEW STEEL WELDING TABLE
NEW WELDING TABLE
BACK WALL AT
NEW STEEL PLATE
EXISTING SKYLIGHT (BEYOND)
EXTERIOR WALL PANELS
PAINT TO MATCH
VENT PIPE.
NEW PLUMBING
3/4" PLYWOOD
COVERED WITH PAINTED
GWB PARTITION
NEW FULL-HEIGHT
MEZZANINE
102B
WELDING BAY
BASE
RUBBER
NEW 4"
ACCESS HATCH
NEW 12"X12" METAL
IN SHOP 101 BEYOND
BASE CABINETS
CENTERED BETWEEN
OPENING
NEW 5070 CASED WALL
CONCRETE SLAB
EXISTING 6"
CONCRETE SLAB
EXISTING 4"
GUARDRAIL
EXISING
DATA CABINET
RELOCATED
SYSTEM
MECHANICAL
NEW
A-304
SEE SECTION
AT MEZZANINE
NEW CASWORK
102A
SERVICE BAY
S
E N
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F
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SCALE: 1/2" = 1' 0 2' 4'1'
A-102
A-101
REF
B U
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SIZING AND DATA
SEE DRAWING SHEET A-601 FOR ADDITIONAL LAMINATE CLAD CABINET 1.
GENERAL SHEET NOTES
SECTION (LOOKING SOUTH)
M
IN
M A
X
MIN.
15"
36" MIN.
M A
X
18"
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U E D
A T
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SHEET ID
A
B
C
D
E
F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D C B A
SKYLIGHT
GRADE VARIES
117'-10"
T.O. WALL GIRTS
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
SKYLIGHT
A-304
SEE SECTION
AT MEZZANINE
NEW CASEWORK
MIRROR
NEW TILT
SINK
NEW ADA
EXISTING 4" CONCRETE SLAB
6" CONCRETE SLAB
EXISTING
EXISTING 4" CONCRETE SLAB
NEW WALL CABINET
NEW LAMINATE-CLAD PLYWOOD WINDOW CASING
NEW FROSTED PRIVACY WINDOW FILM ON INTERIOR OF EXISTING WINDOW
NEW GWB 2" FURRED STEEL WALL COVERED WITH FRP PANELS
NEW ABA STAINLESS STEEL GRAB BAR
NEW ABA WALL HUNG TOILET
NEW TOILET SEAT COVER DISPENSER
NEW 4" RUBBER WALL BASE
STEEL JOISTS
ATTACHED TO UNDERSIDE OF EXIST.
NEW WALL FURRED GWB CEILING
TO EXISTING LIGHT FIXTURES
DOOR SWING CLEARANCE
VERIFY ALL NEW WALL CABINET
BASE CABINET LOCATIONS
BACK SPLASH AT ALL NEW
LAMINATE-CLAD PLYWOOD
FULL HEIGHT
RELOCATED DATA CABINET BEYOND
OF 8'-0" FROM CONCRETE FLOOR.
WITH MINIMUM VERTICAL CLEARANCE
INSTALL NEW MECHANICAL SYSTEMS
SHOP
LAUNDRY
MEZZANINE
RESTROOM
AND DRYER BY OTHERS
NEW STACKED WASHER
CABINET
NEW WALL
SEE SECTION A-305
IN SHOP AREA 101
NEW CASEWORK
SEE SECTION A-304
IN SHOP AREA 101
NEW CASEWORK
S
E N
B U
IL
D
IN
G S
E C
T
IO
N I I
A U
G U
S T
Z
-1 -1
/1
W E
F
B
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A L L
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SCALE: 1/2" = 1' 0 2' 4'1'
SECTION: MAINTENANCE BUILDING (LOOKING SOUTH)
A-102
A-101
GENERAL NOTES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N M
A R
K
S
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S U
B M
IT
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D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D C B A
GRADE VARIES
117'-10"
T.O. WALL GIRTS
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
BASE CABINET LOCATIONS
BACK SPLASH AT ALL NEW
LAMINATE-CLAD PLYWOOD
FULL HEIGHT
EXISTING 4" CONCRETE SLAB
EXISTING SKYLIGHTS
FOR DESK / WORKSTATION USE
NEW SHOP 101 CASEWORK
CONCRETE SLAB
EXISTING 6"
SEE SECTION A-304
AT MEZZANINE
NEW CASEWORK
CONCRETE SLAB
EXISTING 4"
RELOCATED DATA CABINET BEYOND
OF 8'-0" FROM CONCRETE FLOOR.
WITH MINIMUM VERTICAL CLEARANCE
INSTALL NEW MECHANICAL SYSTEMS
S
E N
IL
D
IN
G S
E C
T
IO
N I
II
A U
G U
S T
Z
-1 -1
/1
W E
F
B
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SCALE: 1/2" = 1' 0 2' 4'1'
SECTION: MAINTENANCE BUILDING (LOOKING SOUTH)
A-102
GENERAL NOTES
STORAGE
SHOP
MEZZANINE
" 2
S O
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SHEET ID
A
B
C
D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
3 2 1
GRADE VARIES
117'-10"
T.O. WALL GIRTS
114'-0"
T.O. DOOR OPENING
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
ALUMINUM GUARDRAIL
EXISTING
IN SHOP 101 BEYOND
BASE CABINETS
CENTERED BETWEEN
NEW 5070 CASED WALL OPENING
ANCHOERD TO BEAM ABOVE
NEW 6" STEEL STUD WALL
NEW WALL
TRACK AND SLIDING HARDWARE ON SHOP 101 SIDE OF
HUNG FROM GALVANISED HEAVY-DUTY BARN DOOR
NEW PAIR OF 2670 INSULATED METAL DOOR PANELS
FOR WORK BENCH USE
NEW SHOP 101 CASEWORK
FOR WORK BENCH USE
NEW MEZZANINE CASEWORK
AT JAMB AND SILLS (3) LOCATIONS
PLYWOOD WINDOW CASING
NEW LAMINATE CLAD 3/4"
FULL CABINET HEIGHT
PLYWOOD BACKSPLASH
NEW LAMINATE CLAD 3/4"
MEZZANINE
SERVICE BAY
SHOP
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SCALE: 1/2" = 1' 0 2' 4'1'
SECTION: MAINTENANCE BUILDING (LOOKING EAST)
A-102
4'-0"4'-0"4'-0"
RFER TO MECHANICAL
HVAC SYSTEM
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
1 2 3
GRADE VARIES
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
EXISTING GUARDRAIL
EXISTING 4" CONCRETE SLAB
EXISTING SKYLIGHT (TYP)
EXISTING 6" CONCRETE SLAB
SERVICE BAY
MEZZANINE
SHOP
RELOCATED DATA CABINET
NEW MECHANICAL SYSTEM
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
3 2 1
GRADE VARIES
114'-0"
T.O. DOOR OPENING
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
OVER 5/8" GWB
3/4" AC PLYWOOD
PAINTED
4" CONC. SLAB
EXISTING
SEE SECTION A1 / A-304
CASEWORK BEYOND
NEW WORKBENCH
EXISTING 6" CONC. SLAB
BEYOND
SECTIONAL DOOR
EXISTING OVERHEAD
SKYLIGHTS (TYP)
EXISTING
FILLER
BOTTLE
WATER
NEW
GUARDRAIL
EXISTING
CEILING
SUSPENDED
5/8" GWB
NEW PAINTED
WITH 1" DEFLECTION GAP
NEW SLIP TOP TRACK
OVER GWB
NEW FRP
NEW SINK
MEZZANINE
LAUNDRY
STORAGE
NEW O.H. CABINET
DECK ABOVE.
FLOOR TO STEEL
CONCRETE
WALL FROM
NEW 6" METAL STUD
TYP.
CORNER GUARDS
STAINLESS STEEL
NEW 2"X2" 102A
WELDING BAY
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A-102
/8 "4 /4
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A B C D
COAT HOOKS
NEW
EXISTING 6" CONCRETE SLAB
EXISTING 4" CONCRETE SLAB
SKYLIGHT
AND WASTE RESEPTICAL
PAPER TOWEL DISPENSER
NEW SEMI-RESESSED
GRADE VARIES
117'-10"
T.O. WALL GIRTS
T.O. MEZZANINE FLOOR
108'-4"
100'-0"
T.O. FLOOR
SKYLIGHT
DOOR PANEL
NEW STEEL ACCESS
SHOP
LAUNDRY
RESTROOM
MEZZANINE
NEW LOUVER
MEZZANINE, SEE SECTION A-304
NEW CASEWORK AT
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SCALE: 1/2" = 1' 0 2' 4'1'
SECTION: MAINTENANCE BUILDING (LOOKING NORTH)
A-102
2'-4" 3'-0"
3'-0"1'-6" 1'-6"3'-0"
2'-6"
M
IN
.C
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A R
2'-7"
M
IN
C L E
A R
4'-0"4'-0"4'-0"3'-6 1/16 "
FOS
6"
F O
S
FOS
2"
6'-1"
2"
3"
12'-6" (FIELD VERIFY)
E Q
U A
L E
Q U
A L
12'-4" (FIELD VERIFY)
6"FOS
"F
O S
FOS
10"
FOS
6"
F O
S
FOS
6"
F O
S
FOS
2"
FOS
6"
3"
/8
1'-6"
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A
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
102A
SHOP
SERVICE BAY
LAUNDRY
REST.
STORAGE
102B
WELDING BAY
C L
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C L
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LINE OF STORAGE
MEZZANINE ABOVE
1 2 3
CLCOLUMNCLCOLUMN
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OUTLINE OF
SKYLIGHT
ABOVE
CLCOLUMN CLCOLUMN
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CL CL CL
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SCALE: 1/2" = 1' 0 2' 4'1'A-101
REF LARGE SCALE PLAN: MAINTENANCE BUILDING FIRST FLOOR
CL
CL
(FULL WALL THICHNESS AND HEIGHT)
SOUND BATT INSULATION
LEGEND
REFER ALSO TO PLUMBING DRAWINGS AND SPECIFICATIONS.
KEEP DRAIN CLEAN AND DO NOT USE DURING DURATION OF CONSTRUCTION.
ACTIVATED AND CONNECTED TO SANITARY SEWER LINE. TAKE CARE TO
THIS FLOOR DRAIN IS ONE OF TWO (2) EXISTING FLOOR DRAINS TO BE 36.
DRAWINGS AND SPECIFICATIONS.
CARE TO KEEP DRAIN CLEAN AND DRY. REFER ALSO TO PLUMBING
INACTIVE FOR FUTURE CONNECTION TO OIL WATER SEOERATOR. TAKE
THIS FLOOR DRAIN IS ONE OF THREE (3) EXISTING DRAINS TO REMAIN 35.
2" X 2" X 84" BRUSHED SS CORNER GUARDS (14) LOCATIONS34.
33. NOT USED
FULL HEIGHT FRP (WHITE) PANELS U.N.O..
ALL NEW WALLS THIS ROOM 5/8" MOISTURE RESISTANT GWB COVERED WITH 32
PAINTED 3/4" AC PLYWOOD U.N.O..
NEW WALL THIS SIDE 5/8" MOISTURE RESISTANT GWB COVERED WITH 31.
FILL WALL WITH MINERAL WOOL SOUND BATTS FULL HEIGHT.30.
PLYWOOD.
INSTALL NEW 1/2" SOLIDSURFACE COUNTERTOP OVER TWO LAYERS 3/4" 29.
INSTALL NEW 1.75"-2.25" SOLID MAPLE BUTCHER BLOCK COUNTERTOP.28.
CENTER 5070 DOOR OPENING BETWEEN SHOP 101 BASE CABINETS27.
FOR NEW ABOVE COUNTER RECEPTACLES.
SEE CABINET ELEVATIONS ON BUILDING SECTIONS AND ELECTRICAL PLANS 26.
FOR NEW CONSTRUCTION, TAKE CARE TO PROTECT AND NOT DAMAGE)
EXISTING AIR COMPRESSOR TO REMAIN. (NOT TO BE USED BY CONTRACTOR 25.
SUPPORTS.
Z-PURLINS ABOVE. ANCHORING TO MATCH EXISTING ELECTRICAL POWER
COUNTERTOP. UNISTRUTS TO BE ANCHORED TO CONCRETE AT BASE AND
SUPPORT NEW POWER AND DATA RECEPTICLES LOCATED ABOVE
MINIMUM AND AT EACH END OF OVERHEAD CABINETS, AND AS NEEDED TO
NEW COUNTERROP. ADD VERTICAL UNISTRUT SUPPORTS AT 24" O.C.
CONCRETE SLAB FLOOR TO TOP OF OFERHEAD CABINET AND TO ENDS OF
LAMINATE CLAD 3/4" AC PLYWOOD CONTINUOUSLY MOUNTED FROM 24.
DIMMENSIONS FACE OF FINISH U.N.O.23.
INSTALL NEW OVERHEAD CABINETS. REFER ALSO TO DRAWING SHEET A-22.
INSTALL NEW BASE CABINETS, COUNTERTOPS, AND OVERHEAD CABINETS.21.
1/2"DIA. EPOXY SET ALLTHREAD.
CONNECTIONS WITH 1/2" DIA. BOLTS. ANCHOR TO CONCRETE CURB WITH
STEEL BEAM ABOVE AT (7) LOCATIONS. BOLT ALL STEEL-TO0STEEL
AND ANCHOR WITH 3" x 3" x 3/16" STEEL ANGLES TO BOTTOM OF EXISTING
3/16" STEEL ANGLES TO TOP OF EXISTING CONCRETE CURB IN (7) LOCATIONS
INSTALL (3) NEW 4'W x 7'H x 1/4" STEEL WALL PANELS. ANCHOR WITH 3" x 3" x 20.
PLATE STEEL.
ALL SUPPORT MEMBERS FROM 3"x3"x3/16" TUBE STEEL. TABLE TOP FROM 1/2"
ANCHOR TABLE TO FLOOR SLAB AT MINIMUM OF (4) TABLE LEG LOCATIONS.
NEW CUSTOM STEEL WELDING TABLE (40" DEEP x 150" WIDE x 30" TALL) 19.
AND SECOND BEAD 1" OUT FROM EDGE.
PLACING TWO CONSENTRIC BEADS OF SEALANT AT EDGE OF FLOOR RECESS
WALL FINISHES ARE INSTALLED. SET FLOOR TRACKS IN SEALANT BY
AT COLUMN BASE TO ASSURE MINIMUM OF 1/2" EDGE OVERLAP WHEN ALL
INSTALL NEW STUD WALL FLOOR TRACK OVER AND AROUND FLOOR RECESS 18.
INSTALL NEW ABA COMPLIANT MIRROR CENTERED ABOVE SINK17.
RECEPTICLE
INSTALL NEW SEMI-RECESSED SS TOWEL DISPENSER WITH TRASH 16.
INSTALL NEW SS COAT HOOK15.
14. INSTALL NEW ABA COMPLIANT SS GRAB BARS
13. INSTALL NEW ABA COMPLIANT WALL-HUNG SINK
INTERIOR OF BATHROOM GLAZING
12. INSTALL NEW (4MIL MIN.) VINYL "FROSTED CRYSTAL" PRIVACY FILM TO
FLOOR TO TOP OF WALL CABINETS
INSTALL NEW FULL HEIGHT LAMINATE CLAD 3/4" PLYWOOD END PANEL FROM 11.
INSTALL NEW LAMINATE CLAD WINDOW SILL AND JAMBS (3) LOCATIONS10.
SLIDING DOOR HARDWARE
INSTALL (2) NEW 2670 INSULATED METAL DOORS HUNG FROM BARN DOOR 9.
COLUMN ANCHOR PLATE AND ATTACHMENTS
INSTALL NEW (12"X12") STEEL ACCESS PANEL FOR INSPECTION OF STEEL 8.
INSTALL NEW (3070) INSULATED METAL DOOR AND STEEL FRAME.7.
INSTALL NEW WALL RECESSED WATER BOTTLE FILLER6.
VENTILATION REQUIRED FOR STACKED FULL SIZE WASHER AND DRYER.
PROVIDE NEW WALL CONNECTIONS FOR ELECTRICAL, PLUMBING, AND 5.
INSTALL NEW CEILING MOUNTED CURTAIN TRACK AND CURTAIN ABOVE.4.
PROVIDED, CONTRACTOR INSTALLED)
INSTALL NEW EMERGENCY SHOWER AND EYEWASH(GOVERNMENT 3.
INSTALL NEW STAINLESS STEEL UTILITY SINK2.
SPECIFICATIONA.
SUPPORT BRACING. REFER ALSO TO PLUMBING DRAWINGS AND
SEISMIC BRACING PER CODE. INSTALL IN-WALL BLOCKING REQUIRED TO
INSTALL HOT WATER HEATER ON STEEL STAND WITH DRAIN PAN. INSTALL 1.
KEYNOTES
ABOVE STEEL STUDS AND TRACKS PER SPEC., ALL STUDS 16" OC MAX.. UNO
ALL NEW WALLS TO BE FULL HEIGHT FROM CONC. FLOOR TO STRUCTURE 4.
INSULATED METAL WALL OR CELILING PANELS.
DO NOT ATTACH ANY NEW CONSTRUCTION TO INTERIOR OF EXISTING 3.
TO EXISTING CONDITION UPON COMPLETION OF WORK.
REMAIN EXPOSED; FROM STAINS, PAINT, AND DAMAGE. CLEAN AND REPAIR
PROTECT EXISTING CONCRETE SLAB AND OTHER EXISTING FINISHES TO 2.
FIELD VERIFY EXISTING CONDITIONS PRIOR TO ANY CUSTOM FABRICATION.1.
GENERAL NOTES
UP
SLAB APRON
CONCRETE
B D
B D
(F
IE
R
IF
Y
B D
B C
O C
O C
O C
O C
O C
S
O C
S
BC1836 BD3636 BD3636
BD3636
BD3636 BD3636
OC3632 OC1832
OCS4024
(FIELD VERIFY)OC3632OC1832
BD3236
BC3636OC4036
OC3636 OC4836
O C
O C
1'-6" EQUAL - "A" 1'-6" 3'-0" 3'-0" 1'-6" 1'-6"EQUAL - "A"
4 4 4
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SHEET ID
A
B
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D
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F
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
MEZZANINE
A
B
D
CLCOLUMN
A
C
D
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1 2 3
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H A
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A-402
M A
T T
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W Z
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W A
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W A
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A1
SCALE: 1/2" = 1' 0 2' 4'1'A-102
LARGE SCALE PLAN: MAINTENANCE BUILDING MEZZANINE FLOOR
FULL SWING OF FRONT AND BACK ACCESS DOORS.
POSSIBLE TO WALL PERLINS AND STRUCTURAL COLUMN WHILE MAINTAINING
MEZZANINE THIS LOCATION PER ELECTRICAL. MOUNT AS CLOSE AS
RELOCATE EXISTING COMMUNICATIONS CABINET FROM FIRST FLOOR TO 7.
FOR NEW ABOVE COUNTER RECEPTACLES.
SEE CABINET ELEVATIONS ON BUILDING SECTIONS AND ELECTRICAL PLANS 6.
OPEN TO WORK BAY BELOW5.
EXISTING SKYLIGHTS ABOVE4.
SUPPORTS.
PURLINS ABOVE. ANCHORING TO MATCH EXISTING ELECTRICAL POWER
COUNTERTOP. UNISTRUTS TO BE ANCHORED TO CONCRETE AT BASE AND Z-
SUPPORT NEW POWER AND DATA RECEPTICLES LOCATED ABOVE
MINIMUM AND AT EACH END OF OVERHEAD CABINETS, AND AS NEEDED TO
NEW COUNTERROP. ADD VERTICAL UNISTRUT SUPPORTS AT 24" O.C.
CONCRETE SLAB FLOOR TO TOP OF OFERHEAD CABINET AND TO ENDS OF
LAMINATE CLAD 3/4" AC PLYWOOD CONTINUOUSLY MOUNTED FROM 3.
INDICATED FIRST FLOOR AND MEZZANAINE.
INSTALL NEW 1.75" - 2.25 " SOLID MAPLE BUTCHER BLOCK COUNTERTOPS AS 2.
INSTALL NEW BASE CABINETS, AND OVERHEAD CABINETS.1.
KEYNOTES
INSULATED METAL WALL OR CELILING PANELS.
DO NOT ATTACH ANY NEW CONSTRUCTION TO INTERIOR OF EXISTING 3.
TO EXISTING CONDITION UPON COMPLETION OF WORK.
REMAIN EXPOSED; FROM STAINS, PAINT, AND DAMAGE. CLEAN AND REPAIR
PROTECT EXISTING CONCRETE SLAB AND OTHER EXISTING FINISHES TO 2.
FIELD VERIFY EXISTING CONDITIONS PRIOR TO ANY CUSTOM FABRICATION.1.
UP
3'-0"
2'-6"
2'-6"
2'-7"
FIELD VERIFY
2'-4"
FIELD VERIFY
3'-4"
1'-6" 1'-6"
1'-6"
2'-4"
3'-0"
2'-7"
2'-7"
2'-6"
1'-6"
1'-6"
2'-4"
3'-0"
3'-0"
1'-6" 1'-6"
/4 T
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1 98765432
®of Engineers
US Army Corps
U .S
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bA-601XXX.dgn
AND BOTTOM OF ALL SHELVING.
WITH HPDL (LAMINATE) ON ALL CABINET DOOR, DRAWER FACES, AND TOP
ALL NEW CASEWORK ASSEMBLED OF VENNER CORE GRADE PLYWOOD CLAD 4.
SEALER PER PAINT SPECIFICATIONS
SMOOTH CUT EXPOSED EDGESSANDED SMOOTH AND FINISHED WITH CLEAR
ALL NEW CASEWORK ASSEMBLED OF VENNER CORE GRADE PLYWOOD WITH 3.
CUT-OUT FINGER PULL SLOTS TYPICAL
ALL NEW CASEWORK DRAWER AND CABINET DOOR PULLS TO BE 3/4" X 6 1/2" 2.
LAYERS OF 3/4" PLYW0OD (1) LOCATION.
BLOCK AT (3) LOCATIONS AND 1/2" SOLID SURFACE MATERIAL OVER (2)
NEW CASEWORK COUNTERTOPS TO BE 2" THICK HARDWOOD BUTHCER 1.
GENERAL NOTES
BASE CABINET 3636 FRONT BASE CABINET SIDE OPEN SHELF 2828 FRONT OPEN SHELF 4024 FRONT OPEN SHELF SIDE
BASE DRAWER 1836 FRONT BASE DRAWER 2836 FRONT BASE DRAWER 3636 FRONT BASE DRAWER SIDE OPEN COUNTERTOP SIDE
OVERHEAD CABINETS FRONT OVERHEAD CABINETS 2832 FRONT OVERHEAD CABINETS 3632 FRONT OVERHEAD CABINETS 3636 FRONT OVERHEAD CABINETS SIDE
A1
SCALE: 1/2" = 1' 0 2' 4'1'
CASEWORK DIAGRAMS
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...\Engineering-Design\MCL\MC329304b\Designs\Sheets\MC329304bP-001XXX.dgn
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LAVATORY
SERVICE SINK
WATER CLOSET
WATER HEATER
COPPER
DUCTILE IRON
GALVANIZED STEEL
CAST IRON
EXPANSION TANK
WATER METER
WATER HAMMER ARRESTER
BALL VALVE
CHECK VALVE
CONTROL VAVLE
DRAIN VALVE
MIXING VALVE
VACUUM RELIF VALVE
STRAINER/FILTER
TEMPERATURE/PRESSURE GAUGE
PIPE BEND DOWN
PIPE BEND UP
PIPE BEND UP WITH TEE
PIPE BEND DOWN WITH TEE
TEE
REDUCER
PRESSURE RELEASE VALVE
PLUMBING GENERAL NOTES
WC
SS
WS
WH
BF
RF
LAV
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PLUMBING LINE WEIGHT LEGEND
WASTE PIPING OR NEW EQUIPMENT
VENTS
EXISTING VENTS
WORK FROM OTHER DISCIPLINES
EXISTING EQUIPMENT/
VACUUM BREAKER BACKFLOW PREVENTER
SYMBOLS
ABBREVIATIONS
CONNECT TO EXISTING
DOMESTIC HOT WATER
DOMESTIC COLD WATER
M C -1 -1
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CELLULAR INSULATION FOR MECHANICAL SYSTEMS ON SHEET MH001.
FOR INSULATION OF PIPING, SEE LEGEND, FLEXIBLE ELASTOMERIC PG3.
SHEETS. SEE PLUMBING LINE WEIGHT LEGEND.
PROVIDE WORK INDICATED IN HEAVY LINE WEIGHT ON PLUMBING PG2.
PLUMBING GENERAL NOTES APPLY TO ALL PLUMBING SHEETS.PG1.
TRAP PRIMER VALVE
WASHING MACHINE
BF BOTTLE FILLER
RF REFRIGERATOR STUB
EMERGENCY SHOWER AND EYEWASH
T P
VB
PV
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OUTLINE OF
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LINE OF STORAGE
MEZZANINE ABOVE
EXISTING FLOOR DRAIN
EXISTING FLOOR DRAIN
WATER HEATER
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SHEET ID
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1 98765432
®of Engineers
US Army Corps
U .S
A R
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F E
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A
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