Drawings.pdf
PDF 7 MB Posted
- Attached to
- Structural Wall Repair, Main Laboratory, Cold Regions Research and Engineering Laboratory, Hanover, NH
- Solicitation number
- W912WJ20Q0098
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| File | Type | Posted |
|---|---|---|
| Amendment W912WJ20Q0098-0003.pdf | ||
| Amendment W912WJ20Q0098-0002.pdf | ||
| Amendment W912WJ20Q0098-0001.pdf | ||
| Solicitation W912WJ20Q0098.pdf | ||
| Specifications.pdf |
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Text version
G-001
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US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
APPROVED FOR TECHNICAL ADEQUACY BY:
TECHNICAL LEAD ENGINEER DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING DIVISION
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
REVIEWED BY:
CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH
REVIEWED BY:
CHIEF, DESIGN BRANCH
CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH
DATE
APPROVAL RECOMMENDED BY:
CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV
CMU WALL REMOVAL
MTS LAB
CRREL
HANOVER, NEW HAMPSHIRE
JUNE 2020
STRUCTURAL FLOOR PLAN
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
S-501
310-90-13_G-001.DWG COVER SHEET AND INDEX TO DRAWINGS
310-90-13_S-501.DWG
PHOTOS OF WORK AREA3 S-701 310-90-13_S-701.DWG
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ARCHITECTURAL EXPANSION JOINT & ELEVATOR DOOR DETAILS
STRUCTURAL FIRST FLOOR FRAMING PLAN
STRUCTURAL SECTIONS & DETAILS
LABORATORY ADDITION ARCHITECTURAL BASEMENT FLOOR PLAN
LABORATORY ADDITION STRUCTURAL FOUNDIATION & SUB-BASEMENT PLAN
SHEET #DRAWING #
35-07-03
INDEX TO INFORMATIONAL DRAWINGS
SHEET TITLE
35-07-03
35-07-03
35-07-03
7826-205
7826-218
ARCHITECTURAL ELEVATIONS & SECTIONS9
DATE
DEC 1958
DATE
DEC 1958
16 DEC 1958DEC 1958
26 DEC 1958DEC 1958
31 DEC 1958DEC 1958
5 APRIL 1975
18 APRIL 1975
NOT TO SCALE
LOCATION PLAN
N / A
N / A
N / A
15JUN20
E6EPDMET
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16 JUN 20
E6EPGDIM
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19 JUN 20
EDGE OF EXISTING
FOOTING (TYP)
8" SLAB ON GRADE
REINFORCEMENT
W/#4@ 12" E.W.
TOP & BOTTOM
TOP OF SLAB EL. 513'
12'-7" 9'-1"
SLAB ON
GRADE TOP
OF SLAB EL.
513'
SEE NOTE 1
SEE NOTE 2
6'-7"
2'-1"
SEE NOTE 3SEE NOTE 4
8" SLAB ON GRADE
REINFORCEMENT
W/#4@ 12" E.W.
TOP & BOTTOM
TOP OF SLAB EL. 513'
EDGE OF EXISTING
FOOTING (TYP)
16'-8"
8'-3"
W8X31 POST (TYP) FOR
CONNECTION TO FLOOR
SEE DETAIL 1 C3
W12X40
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1'-2"
W8X31
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1'-0"
EL. 526.75'*
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4" BRICK
EL. 513'
12" CMU
3/4" 3/4"
9 1/2"
1/2" CLR
S-501
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DEMOLITION NOTES:
1. REFRIGERANT LINES TO REMAIN IN PLACE
AND OPERATIONAL DURING THE
DEMOLITION, AND CONSTRUCTION OF THE
NEW STEEL FRAMING. APPROXIMATE
ELEVATION OF CENTERLINE 524.66
2. FLOOR MOUNTED EQUIPMENT EXTENDING
APPROX 4'-6" FROM THE FACE OF THE
COLUMN WITH PENETRATIONS THROUGH
THE WALL, TO BE MOVED DURING
CONSTRUCTION BY THE FACILITY.
3. DEIONIZED WATER LINE TO REMAIN IN
SERVICE DURING CONSTRUCTION. PLANNED
OUTAGES OF SHORT DURATIONS MAY BE
ALLOWED IF COORDINATED WITH THE
FACILITY.
4. UNUSED 4" ELECTRICAL CONDUIT TO BE
MOVED BELOW NEW STEEL FRAMING
5. DEMOLITION
6. COLD FORMED STEEL WALL WITH DRYWALL
SHEATHING NOT SHOW.
7. GOVERNMENT WILL DEMOLISH EXISTING
ELECTRICAL OUTLETS, CONDUITS AND
WIRING ON DRYWALL.
8. ASBESTOS ABATEMENT TO BE CONDUCTED.
ABATEMENT SHALL INCLUDE:
CMU WALL ~13'-0" x 28'-0"
~506 UNITS
VERMICULITE PLASTER @
COLUMNS, ~2" THICK
x ~14'-1" H x ~9" W x ~14" L
3 LOCATIONS
GENERAL AND NEW CONSTRUCTION NOTES:
1. DIMENSIONS SHOWN HERE ARE FROM A COMBINATION OF EXISTING
DRAWINGS "COLD REGIONS ENGINEERING LABORATORY" BY BURNS AND
ROE DATED 1963 & "LABORATORY ADDITION" BY ANDERSON_NICHOLS &
COMPANY DATED 1975 ALONG WITH FIELD MEASUREMENTS. ALL
DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO DEMOLITION,
FABRICATION OR CONSTRUCTION.
2. BEAMS AND POST SHALL BE ASTM A992 Fy = 50ksi.
3. PLATES AND ANGLES SHALL BE ASTM A36 Fy=36ksi.
4. BOLTS SHALL BE ASTM F3125 GRADE A325.
5. NONSHRINK GROUT SHALL BE NONMETALLIC GROUT: PREMIXED,
FACTORY-PACKAGED, NONSTAINING, NONCORROSIVE, NONGASEOUS
GROUT COMPLYING WITH ASTM C 1107.
6. ADHESIVE ANCHOR SYSTEM, SHALL BE A SYSTEM MANUFACTURED FOR
THE INSTALLATION OF POST INSTALLED STUDS INCLUDING ANCHORING
HARDWARE AND CHEMICAL DISPENSER. INJECTION ADHESIVE SHALL BE A
TWO-COMPONENT EPOXY SYSTEM INCLUDING A HARDENER AND A RESIN,
FURNISHED IN PRE-MEASURED SIDE-BY-SIDE CARTRIDGES WHICH KEEP
THE TWO COMPONENTS SEPARATE. SIDE-BY-SIDE CARTRIDGES SHALL BE
DESIGNED TO ACCEPT A STATIC MIXING NOZZLE WHICH THOROUGHLY
BLENDS THE TWO COMPONENTS AND ALLOWS INJECTION DIRECTLY INTO
THE DRILLED HOLE. PROVIDE ZINC PLATED CARBON STEEL STUD
ASSEMBLIES CONSISTING OF AN ALL THREAD ANCHOR ROD WITH NUT
AND WASHER. ADHESIVE ANCHOR SYSTEM SHALL BE HILTI RE 500 V3;
SIMPSON STRONG TIE SET-3G; DeWALT PURE110+; OR EQUAL. THREADED
ROD SHALL CONFORM TO ASTM F1554 GRADE 36. LOCATE ALL REBAR AND
EMBEDMENT NEAR AREA OF ANCHORAGE INSTALLATION, BEFORE
INSTALLING ADHESIVE ANCHORS.
7. ALL STEEL SHALL BE SHOP PAINTED, FINAL COLOR SELECTION SHALL BE
BY THE GOVERNMENT, PROVIDE COLOR SAMPLES TO THE GOVERNMENT
TO CHOOSE FROM.
8. THE WORK TO BE CONDUCTED WILL BE ON THE BASEMENT LEVEL IN
ROOM 58.
DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1' - 0"
E1
0 8'4' 16'
C1
N
NEW WORK FLOOR PLAN
SCALE: 1/8" = 1' - 0"
E5
0 8'4' 16'
N
C1
SCALE: 1 1/2" = 1' - 0"
SECTION 1
C3
SCALE: 1 1/2" = 1' - 0"
DETAIL 1
C5
SCALE: 1 1/2" = 1' - 0"
DETAIL 2
B8
C3
C5
A1
SCALE: 1 1/2" = 1' - 0"
DETAIL 3
B8
SCALE: 1 1/2" = 1' - 0"
DETAIL 4
A1
A1
(SIM, TYP)
10"
10"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
C5
(SIM)
ADEQUATELY SHORE THE BOTTOM OF THE BRICK,
SHORING SHALL ALLOW ACCESS TO THE CMU FOR
ASBESTOS ABATEMENT TO BE CONDUCTED.
SHORE THE BOTTOM OF THE BRICK UNTIL THE
NEW STEEL FRAMING IS IN PLACE. ABATEMENT OF
SOME CMU MAY BE REQUIRED TO MOVE SHORING
INTO PLACE. NOTE IN SOME LOCATIONS THE TOP
COURSE OF CMU HAS ALREADY BEEN REMOVED
AND THE BRICK IS SHORED BY 2x4s. SUBMIT
DETAILS OF THE TEMPORARY SHORING SYSTEM,
SIGNED & SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF NEW HAMPSHIRE.
ASBESTOS ABATED TO BE CONDUCTED ON EXISTING
2" VERMICULITE PLASTER. REBUILD SURFACE WITH
GALVANIZED METAL LATH AND PORTLAND CEMENT
PLASTER TO MATCH THE EXISTING FACE.
BASE PL
NEW
STEEL
BEAM
GROUT SOLID THE COURSE OF CMU
ADJACENT TO DEMOLITION FROM
APPROXIMATE EL 526.75 TO 513.00
W8X31 POST
PLATE
"x12"x1'-0"
ON
" NON-SHRINK
GROUT (MIN) w/ (2)
" DIA ADHESIVE
ANCHORS w/6"
EMBEDMENT
1/2" DIA ADHESIVE
ANCHORS w/3"
EMBEDMENT
L4x4x
L4x4x w/ (2)
" DIA
BOLTS, 1 PER POST
PLATE
"x8
"x8
" w/ (2)
" DIA
BOLTS
" NS GROUT (MIN)
" STIFFENER CENTERED
ABOVE EACH POST FLANGE
(4 PER POST)
W12X40 BEAM
W8X31 POST
NEW CORNERBEAD
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SCALE: 1/64" = 1' - 0"
KEY PLAN
A7
S-701
A7
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BASEMENT FLOOR PLAN
0 8'4' 16'
0 16' 64'32'
2 13
PROJECT
NORTH
PROJECT
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2HR.
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%%USTAIRS
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4" PL
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2HR.
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UP
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DN.
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MOP
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RECEPTOR
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2HR
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2HR
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5 SHELVES
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PLATFORM
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CONCRETE PAD
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PLATFORM
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FUTURE CHIMNEY LOCATION
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AREA &
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GRATING
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EXIST'G
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METAL WHEEL GUARDS
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& GUTTER
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LEADER BOOT
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AutoCAD SHX Text 4" F.D.
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CEMENT PLASTER SOFFIT ABOVE
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LINE OF CANOPY OVER
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EXISTING
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ELEVATOR
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EX.JT.
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4HR
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GWB ON 3 5/8"
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METAL STUDS
AutoCAD SHX Text 4" F.D.
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EX. JT.
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REMOVE & STORE EXISTING
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DUST COLLECTOR WHERE
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DIRECTED BY OWNER.
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TEST
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%%UJAN
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%%UOFFICE
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4" RL.
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SEE SHEET 17 FOR ENLARGED
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LAYOUT AND DETAILS
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4" RL.
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EWC
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TRANSFER GRILLE
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AutoCAD SHX Text %%uOFFICE
AutoCAD SHX Text %%uOFFICE
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ELECTROMAGNETIC
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LAB
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%%UMEN'S TOILET
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%%USTOR
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%%USTOR
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%%UWOMEN'S TOILET
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AutoCAD SHX Text 4" F.D.
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CORNER GUARDS
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2HR
AutoCAD SHX Text 6'-0"x6'-0" FLOOR HATCH TO
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NEUTRALIZING SUMP
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CORNER
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AutoCAD SHX Text 4" R.L.
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(STON) MONORAIL
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CORNER GUARDS
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4HR.
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BATTERY
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CHARGE
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STATION
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GWB ON
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EX. JT.
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3 5/8" MT'L STUDS
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VENTED HOOD
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DELUGE SHOWER
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%%UCORRIDOR
AutoCAD SHX Text 4" F.D.
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AREAWAY
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MT'L STUDS
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GWB ON 3 5/8"
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2HR.
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%%UCORRIDOR
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PLATFORM
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FACE
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WORKING POINTS
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NEW BRICK FACE
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TO ALLIGN WITH
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EXISTING BRICK
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GRATING
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EXISTING
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EXP. JT.
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EX. JT.
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REMOVE EXIST. WINDOWS &
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BLOCK OPENING WITH CMU
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REMOVE EXISTING FREEZER
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& STORE WHERE DIRECTED
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BY OWNER
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EXISTING BUILDING
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FACE OF EXISTING BRICK
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IMPACT
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APPARATUS
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KEY
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CABINET
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%%UHEAT SINK LAB.
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ELV
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AutoCAD SHX Text 10'x4'x12" ATF
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W/SMOKE & FIRE DAMPER
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AutoCAD SHX Text 67D
AutoCAD SHX Text 67F
AutoCAD SHX Text 67G
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AutoCAD SHX Text 67H
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RL.
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GUARD
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%%U GYPSUM WALL BD.
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TYPICAL BEAM FIREPROOFED W/
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SCALE
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RESTRAINED ASSEMBLY-1 1/2 HR
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UL DESIGN NO D904
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TYPICAL BEAM WITH SPRAY-ON
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%%U FIREPROOFING AT CMU WALL
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SCALE
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TYPICAL LATERAL BRACING
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%%U AT CMU AND METAL DECK
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SCALE
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SCALE
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TYPICAL BEAM WITH SPRAY-ON
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%%U FIREPROOFING
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SCALE 3/4"=1'-0"
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%%U DETAIL
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SCALE
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TYP. ALL INTERIOR COLUMNS
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SCALE 3/4"=1'-0"
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TYPICAL COLUMN ENCASEMENT
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%%U FOR BASEMENT & SUB BASEMENT
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%%U DETAIL
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SCALE 3/4"=1'-0"
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DETAIL
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SCALE 3/4"=1'-0"
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SCALE 3/4"=1'-0"
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DETAIL
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SCALE 3/4"=1'-0"
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SCALE 3/4"=1'-0"
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DETAIL
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SCALE 3/4"=1'-0"
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DETAIL
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SCALE 3/4"=1'-0"
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DETAIL
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SCALE 3/4"=1'-0"
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%%U CMU WALLS
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TYPICAL INTERSECTION OF
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SCALE
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%%U AT EXTERIOR WALL
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TYPICAL CONTROL JOINT
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SCALE
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%%UTYPICAL CONTROL JOINT IN CMU WALL
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SCALE
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NOTE: SEE STRUCTURAL DRAWINGS.
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(WALL AREAS WITHOUT CEILINGS)
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NOTE:
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ALL INTERIOR PARTITION 8" CMU
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UNLESS OTHERWISE INDICATED
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NORTH
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CALLED
AutoCAD SHX Text N
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BASEMENT FLOOR PLAN
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SCALE: 1/8" = 1'-0"
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CHIEF, REVIEW SECTION
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CJH
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ARCHITECT ENGINEER
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06 FEB 76
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30 AUG 75
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01 MAY 75
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BOSTON, MASS.
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ARCHITECT-ENGINEER
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ANDERSON-NICHOLS & COMPANY, INC.
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IFB NO DACA51-75-B-0064
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DATE
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7 APRIL 1975
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A/E OFFICE
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APPROVED
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REVIEWED:
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SUBMITTED BY:
AutoCAD SHX Text J.F.
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CHECKED BY:
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DRAWN BY:
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CJH
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DESIGNED BY:
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REVISION
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DATE
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NEW HAMPSHIRE
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NEW YORK DISTRICT, CORPS OF ENGINEERS
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FILE NO.
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SHEET
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OF
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LABORATORY ADDITION
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ARCHITECTURAL
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BASEMENT FL. PLAN
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COLD REGIONS RESEARCH & ENGINEERING LABORATORY
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CONCURRED:
AutoCAD SHX Text T.C.H. Jr.
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COLONEL C.E. DISTRICT ENGINEER
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HANOVER
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CHIEF, DESIGN BRANCH
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DRAWING NUMBER
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SCALE AS SHOWN
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APPROVAL RECOMMENDED:
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CHIEF, ENGINEERING DIVISION
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NEW YORK, NEW YORK
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DEPARTMENT OF THE ARMY
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U.S. ARMY
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DOOR WIDENED, CONTROL JOINTS ADDED
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ELEV.,PARTITION,CLOSET,PAD,CORNER GUARDS ADDED
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DELETE RM. B-15; ADD PIERS; MISC. REV.
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DESCRIPTION
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JHB
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JHB
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TDM
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BY
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& LOCATION SEE DWG #15,#16
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FOR LABORATORY EQUIPMENT IDENTIFICATION
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NOTE ;
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CORPS OF ENGINEERS
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U.S. ARMY
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text 12"
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AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text 1 1/2"=1'-0"
AutoCAD SHX Text 0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 9"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 1'
INSULATION (TYP)
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1"RIGID
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COL.
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REF.
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EL. 513'-0"
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FIN. FL.
AutoCAD SHX Text E.W.
AutoCAD SHX Text #4 @ 12"
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FILLER & SEALANT.
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PREMOULDED JOINT
AutoCAD SHX Text
EL. 513'-4"
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PROP. FINE. GR.
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AutoCAD SHX Text #4 @ 12"
AutoCAD SHX Text #4
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EL. 507'-0"
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FOOTING (TYP)
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EDGE OF EXISTING
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REINF # 10 @ 12 T & B EW (EL 507'-0") (EXISTING)
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2'-6" THICK COMBINED FOOTING
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H (EL 506'-0")
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H (EL 502'-0")
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(EL 506'-6")
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(EL 506'-6")
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(EL 506'-8")
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(EL 506'-6")
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A (EL 507'-0")
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B (EL 507'-0")
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B (EL 507'-0")
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SEE SH 23
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FOOTING TYPE (TYP.)
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B (EL 507'-0")
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B (EL 507'-0")
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AT EL 511'-11")
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(TOP OF ALL PIERS
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EXCEPT AS NOTED
AutoCAD SHX Text 18"x18" PIER TYP.
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C (EL 507'-0")
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BOTTOM OF FTG EL (TYP.)
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D (EL 507'-0")
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D (EL 506'-0")
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EXT. FTG
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J (EL 502'-0")
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#8 @ 12 EA WAY BOTT.
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#8 @ 12 EA WAY TOP
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C OPN'G
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C OPN'G
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AutoCAD SHX Text PAD 4'x8'
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CONCRETE
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(TYP.)
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(TYP.)
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SUMP
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SUB-BASEMENT FLOOR
AutoCAD SHX Text
EL. 497'-0"
AutoCAD SHX Text
H (EL 506'-0")
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SUMP BASE
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AutoCAD SHX Text L
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C LOUVER
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(TYP.)
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(TYP.)
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ADDITIONAL.
AutoCAD SHX Text x 8'-0" LONG BOT.
AutoCAD SHX Text 16 - #9 @ 24" O.C.
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EL. 496'-0"
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RECESSED SLAB 12"
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FOUNDATION WALL
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INSIDE FACE OF
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AutoCAD SHX Text B'
AutoCAD SHX Text C',D'
AutoCAD SHX Text D'
AutoCAD SHX Text E'F'
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AutoCAD SHX Text J
AutoCAD SHX Text H
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text N
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CALLED
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NORTH
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(TYP.)
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AutoCAD SHX Text F
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EXT. FTG.
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RECESSED
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EL. 497'-0"
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SLAB
AutoCAD SHX Text C
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EL. 513'-0"
AutoCAD SHX Text # 6 @ 12"
AutoCAD SHX Text
SUB
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BASEMENT
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AREA
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UNEXCAVATED
AutoCAD SHX Text #5 @ 6"
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2 OF 60.
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CIVIL SHEET
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DRAIN SEE
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FOUNDATION
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EL. 497'-0"
AutoCAD SHX Text #6 @ 12"
AutoCAD SHX Text #7 @ 6"
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COL.
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REF.
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EL. 513'-4"
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EL. 513'-0"
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FIN. FL.
AutoCAD SHX Text #5 @ 6"
AutoCAD SHX Text #6 @ 12"
AutoCAD SHX Text #7 @ 6"
AutoCAD SHX Text #6 @ 12"
AutoCAD SHX Text
SEE PLAN.
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REINF.
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BASE SLAB
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WALL
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CL. (TYP.)
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CL. (TYP.)
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CL. (TYP.)
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CL. (TYP.)
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19'-0" (SOUTH WALL)
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(NORTH WALL)
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(NORTH WALL)
AutoCAD SHX Text J
AutoCAD SHX Text
EL. 513'-4"
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EL. 512'-7"
AutoCAD SHX Text
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EL. 497'-0"
AutoCAD SHX Text
(TYPICAL AT FROST WALL)
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1" RIGID INSULATION
AutoCAD SHX Text #5 @ 12
AutoCAD SHX Text
SH. 23 OF 60.
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FOUNDATION WALLS
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SEE ELEVATIONS OF
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FROST WALL, FOR LIMITS
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BASE SLAB
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REINF.
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SEE PLAN.
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J LINE 4 TO 5
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1 LINE F TO H
AutoCAD SHX Text #7 @ 6
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1 LINE H TO J
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J LINE 1 TO 4
AutoCAD SHX Text #5 @ 6
AutoCAD SHX Text J
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FROST
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WALL
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EL. 498'-8"
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AutoCAD SHX Text 2-#7 x 19'-0"
AutoCAD SHX Text 2-#7 x 15'-0"
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FIN. FL.
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EL.513'-0"
AutoCAD SHX Text #5 @ 12
AutoCAD SHX Text #3
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EL. 513'-4"
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(4 SIDES)
AutoCAD SHX Text # 5 @ 12
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(TYP.)
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(TYP.)
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EL. 505'-10"
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#5 @ 12 EW BOT.
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AutoCAD SHX Text # 6 @ 12"
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SPECIFICATIONS
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& COVER SEE
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FOR HATCH FRAME
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OPENING
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SQ HATCH
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SQ HATCH
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SQ HATCH
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SQ HATCH
AutoCAD SHX Text # 5 @ 6"
AutoCAD SHX Text # 7 @ 6"
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CYLINDER
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ELEVATOR
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EL. 497'-0"
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EL. 493'-0"
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# 5 @ 12" TYP.
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(3 SIDES)
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SEE PLAN
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REFINF.
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BASE SLAB
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SUMP
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EL. 497'-0"
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SEE PLAN.
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REINF.
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BASE SLAB
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THIS SECT. ARE TO BE #5 @12
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ALL REINF. INDICATED ON
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EL. 439'-0"
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SUMP
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4 SIDES
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TYP.
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TYP.
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SQ.
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SQ.
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SECTION
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SCALE : 3/8" = 1'-0"
AutoCAD SHX Text 0'-6"
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SEE SH.#
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LOUVER OPN'G
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(TYPICAL 3 SIDES)
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GRATING
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1'-1/4" ALUM.
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(TYPICAL 3 SIDES)
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EL. 513'-4"
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EL. 505'-0"
AutoCAD SHX Text #4
AutoCAD SHX Text #3 @12"
AutoCAD SHX Text 2-#7x9'-0"
AutoCAD SHX Text 2-#7x13'-0"
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AutoCAD SHX Text #6 @ 12
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EL. 497'-0"
AutoCAD SHX Text #7 @ 6
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SECTION
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SCALE : 3/8" = 1'-0"
AutoCAD SHX Text 2-#7x11'-0"
AutoCAD SHX Text 2-#7x15'-0"
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GRTG.
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1'-1/4" ALUM.
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EL. 513'-4"
AutoCAD SHX Text # 6 # 12
AutoCAD SHX Text # 6 # 12
AutoCAD SHX Text # 5 @ 12
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EXTENDED.
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TOP MAT REINF.
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REINF. SEE PLAN.
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BASE SLAB
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EL. 497'-0"
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EL. 492'-0"
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SCALE : 3/8" = 1'-0"
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SECTION
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WALL
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FROST
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EL. 497'-0"
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AutoCAD SHX Text 2-#7 x
AutoCAD SHX Text 15'-0"
AutoCAD SHX Text 2-#7 x
AutoCAD SHX Text 19'-0"
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EL. 512'-2"
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BRICK SHELF
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EL. 509'-0"
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FIN. FL.
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EL. 513'-0"
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NO SCALE
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SLAB ON GRADE
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SEE MECH.DWGS.
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LENGTH & WIDTH
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#4 @ 12 TOP
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EA . WAY
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#4 @ 12, 4 SIDES
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OR MIN. OF
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2 EA. SIDE.
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#4 @ 12 ALSO
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WHEN H = 12" +
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INTERTIA PADS
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TO SUIT EQUIPMENT
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HEIGHT
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(AS REQ'D)
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U.S. ARMY
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BY
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DESCRIPTION
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U.S. ARMY
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NEW YORK, NEW YORK
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SCALE AS SHOWN
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DRAWING NUMBER
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APPROVAL RECOMMENDED:
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DATE
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BOSTON, MASS.
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ARCHITECT-ENGINEER
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ANDERSON-NICHOLS & COMPANY, INC.
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HANOVER
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CONCURRED:
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CHIEF, REVIEW SECTION
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ARCHITECT ENGINEER
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COLONEL C.E. DISTRICT ENGINEER
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COLD REGIONS RESEARCH & ENGINEERING LABORATORY
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CHIEF, DESIGN BRANCH
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OF
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SHEET
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FILE NO.
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NEW HAMPSHIRE
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NEW YORK DISTRICT, CORPS OF ENGINEERS
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CHIEF, ENGINEERING DIVISION
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DEPARTMENT OF THE ARMY
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AutoCAD SHX Text 6"
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A/E OFFICE
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AutoCAD SHX Text 9"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text 1 1/2"=1'-0"
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DATE
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IFB NO DACA51-75-B-0064
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APPROVED
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REVIEWED:
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SUBMITTED BY:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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REVISION
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CORPS OF ENGINEERS
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LABORATORY ADDITION
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STRUCTURAL
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FOUNDATION & SUB-BASEMENT PLAN
AutoCAD SHX Text E.K.M.
AutoCAD SHX Text W.B.B. & J.J.A.
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T.C.H. JR.
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7 APRIL 1975
AutoCAD SHX Text 7826-218
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SECTION
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SCALE: 3/8" = 1'-0"
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PLAN
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SCALE: 1/8" = 1'-0"
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AutoCAD SHX Text 18 18
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SCALE: 3/8" = 1'-0"
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SECTION
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SECTION
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SCALE: 3/8" = 1'-0"
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AutoCAD SHX Text 18 18
AutoCAD SHX Text 18,23
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SCALE: 3/8" = 1'-0"
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SECTION
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SECTION
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AutoCAD SHX Text 18,23
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SCALE: 3/8" = 1'-0"
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SECTION
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AutoCAD SHX Text 18 18
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SCALE: 3/8" = 1'-0"
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SECTION
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EKM
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BRICK SHELVES REMOVED,PIER DIMS.ADDED
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10FEB76
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ADDED CANOPY FTGS & MISC DIMENSIONS
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1MAY75
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EKM
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SECTION
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SCALE: 3/8" = 1'-0"
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SCALE: 3/8" = 1'-0"
18,23
| 310-90-13_G-001-G-001 |
| Sheets and Views |
| G-001 |
| 310-90-13_S-501-S-501 |
| Sheets and Views |
| S-501 |
| 310-90-13_S-701-S-701 |
| Sheets and Views |
| S-701 |
| 310-90-13_S-501-S-501.pdf |
| Sheets and Views |
| S-501 |
| 2020-06-17T10:41:55-0400 | |
| SLATTERY.CAITLIN.1386288280 |
| 2020-06-17T14:13:06-0400 | |
| TESSIER.MATTHEW.E.1377053253 |
| 2020-06-19T12:18:02-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
File details come from the government source that posted it. Updated .