011305001 - REPLACE WINDOWS VERMILLION GUN SHED - CONSTRUCTION DRAWINGS.pdf
PDF 6 MB Posted
- Attached to
- Replace Exterior Windows-Vermillion Gun Shed
- Solicitation number
- 26IFB19979
- Issued by
- Clay County, South Dakota
About this file
This document is a set of construction drawings for the South Dakota Department of the Military for a window and door replacement project at the Vermillion Gun Shed located at 115 South Market Street, Vermillion, South Dakota. The project involves replacing exterior doors and windows throughout the facility, with the scope including demolition of existing steel frame windows and bar grating, installation of new aluminum windows, infill of select openings with metal stud wall framing and insulated metal wall panels, and patching of existing masonry, stucco, and concrete surfaces. The drawings, dated September 14, 2026, are issued at 100% construction document level and include a complete architectural drawing set comprising a title sheet, architectural information sheet, demolition floor plan and elevations, floor plans with window elevations and alternates, exterior building elevations for all four sides, and detailed wall sections and connection details. The project includes base bid work with an identified Alternate #1 for window infill panel options, and the drawings indicate field verification of dimensions is required for all windows and metal panel installations.
The drawings specify new aluminum fixed windows with insulated, tinted low-emissivity glass in various configurations, identification of existing elements to remain (including hollow metal doors, overhead sectional doors, aluminum windows, and masonry/stucco surfaces), and detailed construction specifications for wall assemblies utilizing 3 5/8-inch metal studs with batt insulation, gypsum sheathing, weather barriers, and 2-inch insulated metal panels with specific attachment details. The project requires the contractor to perform field verification of all existing conditions and dimensions, coordinate work among trades, assume responsibility for demolition and removal coordination, and address any hazardous materials encountered during work per established protocols. Existing precast concrete sills are to remain with patching and repair of damaged areas, and specific notation indicates that applied muntins on existing steel windows must be matched across all new window installations.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 467162 Addendum 1.pdf | ||
| 011305001 - REPLACE WINDOWS VERMILLION GUN SHED - PROJECT MANUAL.pdf | ||
| 467162 - TL Invitation to Builders Exchanges_.docx | DOCX document |
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Text version
PROJECT LOCATION MAP
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PROJECT LOCATION
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SOUTH DAKOTA DEPARTMENT OF THE MILITARY
REPLACE EXTERIOR DOORS AND WINDOWS - VERMILLION GUN SHED
115 SOUTH MARKET STREET
VERMILLION, SD.
100% CONSTRUCTION DRAWINGS
SEPTEMBER 14, 2026
SOUTH DAKOTA
011305001-0-G001 TITLE SHEET
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ARCHITECTURAL
A 00 ARCHITECTURAL INFO SHEET
A001 DEMOLITION FLOOR PLAN
A002 DEMOLITION ELEVATIONS
A101 FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES
A201 EXTERIOR BUILDING ELEVATIONS
A401 WALL SECTIONS & DETAILS
GENERAL
G001 TITLE SHEET
DRAWING INDEX
09/14/2026
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011305001-2-A 00 ARCHITECTURAL INFO SHEET
W . 5
7T H
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T A
NORTH
ARROW
NAME
ELEVATION
LEVEL
MATCHLINE
AREA A
AREA B
TITLE
MARKER
VIEW NAME
SCALE: 1/8" = 1'-0"
EXISTING
COLUMN
NEW COLUMN
X
X
X
XX-XX
SIM
X
XX-XX
XXXX
DX
X
SECTION/
DETAIL
PLAN
DETAIL
REFERENCE
NOTE
REFERENCE
DEMOLITION
NOTE
EQUIPMENT
NUMBER
ROOM NAME
150 SF
ROOM
NUMBER
LETTER INDICATES
NEW COLUMN LINE
LETTER INDICATES EXISTING
COLUMN LINE
SECTION/DETAIL NUMBER
SHEET NUMBER
INDICATES DIRECTION OF
VIEW
DETAIL NUMBER
SHEET NUMBER
REFERENCE
DESIGNATION
DEMOLITION
DESIGNATION
EQUIPMENT
NUMBER
ROOM NAME DESIGNATION
ROOM NUMBER DESIGNATION
ROOM AREA DESIGNATION
SYMBOL LEGEND
ROOM / FRAMING
ELEVATION
EXTERIOR
ELEVATION
XX-XX
XX-XX
ELEVATION LETTER
DIRECTION OF VIEW
SHEET NUMBER
ELEVATION LETTER
DIRECTION OF VIEW
SHEET NUMBER
DOOR NUMBER
DOOR NUMBER10
WINDOW
DESIGNATION
WINDOW DESIGNATION000
TA-X
TOILET
ACCESSORY
TOILET ACCESSORY
NUMBER
PARTITION
TYPE
STRUCTURAL WALL
ASSEMBLY
XX8
DETAIL NUMBER
LEVEL CALLOUT
DESIGNATION
ELEVATION DESIGNATION
GRAPHIC AREA FOR
DRAWING
TITLE
SCALE OF THE DRAWING
ABBREVIATIONS REF. DEMO NOTES ( )
REFERENCE LEGEND
PLAN VIEW
SECTION / ELEVATION VIEW
SHEAR WALL
MASONRY-CMU
MASONRY-VENEER
STUD WALL
CONCRETE
GRAVEL
EARTH / COMPACTED
EARTH / NONCOMPACTED
RIGID INSULATION
JOINT FILLER
STEEL
GYPSUM
FLEXIBLE INSULATION
GROUT
PLYWOOD
WOOD (FINISH)
MASONRY-CMU FACE
MASONRY-CMU
MASONRY-VENEER
ARCHITECTURAL SHEET LIST
PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES
GENERAL NOTES XDXGENERAL DEMO NOTES
PROJECT ARCHITECTURAL REFERENCED NOTES
REF. NOTES ( )
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SB SECURITY BARS
SB SPLASH BLOCK
SCH SCHEDULE
SCHED SCHEDULE
SCR SCREW
SCT STRUCTURAL CLAY TILE
SCUT SCUTTLE
SCW SOFT COLD WATER
SD STORM DRAIN
SD SUBDRAIN
SDI STEEL DECK INSTITUTE
SECT SECTION
SECY SECRETARY
SEQ SEQUENCE
SF SQUARE FOOT (FEET)
SFU STRUCTURAL FACING
UNIT
SHLD SHOULDER
SHT SHEET
SHTG SHEATHING
SHW SOFT HOT WATER
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SL SNOW LOAD
SLBB SHORT LEG BACK TO
BACK
SM SPRINKLER MAIN
SOV SHUT OFF VALVE
SPA SPACE(ING)
SPEC SPECIFICATIONS
SPF SOUNDPROOF
SPH SPACE HEATER
SPKR SPEAKER
SPL SPECIAL
SQ SQUARE
SS SANITARY SEWER
SS STAINLESS STEEL
SSMR STANDING SEAM METAL
ROOFING
STA STATION
STAIR STAIRWAY
STC SOUND TRANSMISSION
COEFFICIENT
STD STANDARD
STGR STRINGER
STIFF STIFFENER
STIRR STIRRUPS
STL STEEL
STN STONE
STOR STORAGE
STR STRUCTURAL
SUB FL SUB FLOOR
SUCT SUCTION
SUSP SUSPENDED
SVF SHEET VINYL FLOORING
SW SWITCH
SWBD SWITCH BOARD
SYM SYMMETRICAL
T TREAD
T or TLT TOILET
TAN TANGENT
TBD TACK BOARD
TE TOP ELEVATION
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
TERM TERMINAL
TGL TOGGLE
TH THRESHOLD
THK THICK
THRD THREAD
TO TOP OF
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOJ TOP OF JOIST
TOPO TOPOGRAPHIC
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TW TEMPERED WATER
TWR TEMPERED WATER
RETURN
TYP TYPICAL
UC UNIT COOLER
UG UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS
LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UNO UNLESS NOTED
OTHERWISE
UPS UNINTERRUPTIBLE
POWER SYSTEM
UR URINAL
UT UTILITY
UV UNIT VENTILATOR
V VOLT
VAC VACUUM
VAV VARIABLE AIR VOLUME
VCP VITRIFIED CLAY PIPE
VCT VINYL COMPOSITION TILE
VD VAULT DOOR
VEL VELOCITY
VENT VENTILATOR(ION)
VERT VERTICAL
VEST VESTIBULE
VFD VARIABLE FREQUENCY
DRIVE
VOL VOLUME
VPC VERTICAL POINT OF
CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF
TANGENCY
VS VENT STACK
VT VINYL-TILE
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W WIDE (WIDTH)
W WIRE
W/ WITH
W/O WITHOUT
WB WET BULB
WC WATER CLOSET
WC WATER COLUMN
WD WASTE DRAIN
WD WOOD
WD BLKG WOOD BLOCKING
WD DR WOOD DOOR
WDW WINDOW
WF WIDE FLANGE
WG WIRE GLASS
WH WALL HYDRANT
WHT WHITE
WI WROUGHT IRON
WKSH WORK SHOP
WL WIND LOAD
WNSCT WAINSCOT
WP WEATHER PROOF
WP WORK POINT
WPF WATER PROOF
WPFG WATER PROOFING
WRB WARDROBE
WS WASTE STACK
WT WEIGHT
WWF WELDED WIRE FABRIC
WWM WOVEN WIRE MESH
XFMR TRANSFORMER
YD YARD or YARD DRAIN
LBS POUNDS
LD LOAD
LDG LOADING
LE LEFT END
LG LENGTH (LONG)
LIN LINEAR
LIS LAWN IRRIGATION
SYSTEM
LL LIVE LOAD
LLBB LONG LEG BACK TO BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNTL LINTEL
LP LOW POINT
LPG LIQUIFIED PETROLEUM
GAS
LPS LOW PRESSURE STEAM
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHT WEIGHT
LTG LIGHTING
LVT LUXURY VINYL TILE
M MIDDLE
M THOUSAND
M & B MATCHED AND BEADED
MA MAKE-UP AIR
MACH MACHINE
MAS MASONRY
MAT or
MATL
MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MBH 1000 BTUH
MC MEDICINE CABINET
MC MISCELLANEOUS
CHANNELS
MECH MECHANICAL
MER MECHANICAL EQUIPMENT
ROOM
MET METAL
MFG MANUFACTURING
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML METAL LATH
MLDG MOULDING
MO MASONRY OPENING
MONO MONOLITHIC
MT METAL THRESHOLD
MTD MOUNTED
N NORTH
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL
CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURERS
ASSOCIATION
NFPA NATIONAL FIRE
PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NO NUMBER
NR NOT REQUIRED
NS NEAR SIDE
NTS NOT TO SCALE
OA OUTSIDE AIR
OB WG OBSCURE WIRE GLASS
OBGL OBSCURE GLASS
OBSC OBSCURE
OC ON CENTER(S)
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFF OFFICE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OPS OPERATIONS
OS & Y OUTSIDE SCREW & YOKE
OSF OUTSIDE FACE
OV OVERFLOW VALVE
OX OXYGEN
OZ OUNCE
P PAINT
PA PUBLIC ADDRESS
PBS PUSH BUTTON STATION
PC PIECE
PC POINT OF CURVATURE
PC PRECAST
PCC PORTLAND CEMENT
CONCRETE
PCT PORCELAIN CERAMIC TILE
PD PRESSURE DROP
PE POLYETHYLENE
PEN PENETRATION
PERF PERFORATED
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIV POST INDICATING VALVE
PL or P PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLATF PLATFORM
PLBG PLUMBING
PLG PILING
PLWD PLYWOOD
PNL PANEL
POL POLISH(ED)
PORC PORCELAIN
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATED
PREFIN PREFINISHED
PRESS PRESSURE
PROJ PROJECT
PRV PRESSURE REGULATING
VALVE
PS PRESSED STEEL
PSFT POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT POINT
PT POINT OF TANGENCY
PTD PAINTED
PTN PARTITION
PVC POLYVINYL-CHLORIDE
PVMT PAVEMENT
PW PASS WINDOW
1/4 RD QUARTER ROUND
QT QUARRY TILE
QT QUART
QTRS QUARTERS
QTY QUANTITY
QTZ QUARTZ
R REGISTER
R RISER
RA RETURN AIR
RAD OR
R
RADIUS
RB RESILIENT BASE
RC REMOTE CONTROL
RCP REINFORCED CONCRETE
PIPE
RD ROOF DRAIN
RE RIGHT END
REC RECEIVER
RECP RECEPTACLE
RECR RECREATION
RECT RECTIFIER
REF REFERENCE
REFR REFRIGERANT
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCEMENT
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
REV REVISIONS
RFG ROOFING
RH RELATIVE HUMIDITY
RL REFRIGERANT LIQUID
RM ROOM
RND ROUND
RO ROUGH OPENING
RPM REVOLUTIONS PER
MINUTE
RT RUBBER TILE
RTU ROOF TOP UNIT
RUB RUBBER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISC DISCONNECT
DIST DISTRIBUTION
DL DEAD LOAD
DMPR DAMPER
DN DOWN
DP DAMP PROOFING
DPT DEW POINT
DR DOOR
DRN DRAIN
DS DOWN SPOUT
DV DENTAL VACUUM
DWG DRAWING
DWLS DOWELS
DX DIRECT EXPANSION
E EAST
EA EACH
EA EXHAUST AIR
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY
RATIO
EJ EXPANSION JOINT
EL OR
ELEV
ELEVATION - GRADE OR
BUILDING
ELEC ELECTRIC OR ELECTRICAL
ELEV ELEVATOR
ENCL ENCLOSURE
ENT ENTERING
ENT ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATE
EVAP EVAPORATOR
EW EACH WAY
EWC ELECTRIC WATER
COOLER
EXC EXCAVATE
EXD EXIT DEVICE
EXH EXHAUST
EXIST EXISTING
EXP EXPOSED
EXPL EXPLOSION
EXPN EXPANSION
EXT EXTERIOR
F FAHRENHEIT
F
FIRE
FA FRESH AIR
FCG FACING
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER
BRACKET
FEC FIRE EXTINGUISHER
CABINET
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIG FIGURE
FIN FINISH
FIX FIXTURE
FL or FLR FLOOR
FLASH FLASHING
FLEX FLEXIBLE
FLG FLANGE
FLG FLOORING
FLUOR FLUORESCENT
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPRF FIRE PROOF
FR FRAME
FRG FURRING
FS FAR SIDE
FS FLOOR SINK
FS FULL SIZE
FT FEET (FOOT)
FTG FOOTING
FV FIELD VERIFY
FWC FABRIC WALL COVERING
G GRILLE
G NATURAL GAS
GA GAGE OR GAUGE
GAL GALLON
GALV GALVANIZED
GEN GENERAL
GFE GOVERNMENT FURNISHED
EQUIPMENT
GFE/CI GOVERNMENT FURNISHED
EQUIPMENT/CONTRACTOR
INSTALLED
GFI GROUND FAULT
INTERRUPTER
GI GALVANIZED IRON
GL GLASS
GND GROUND
GOVT GOVERNMENT
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GR GRADE
GRS GALVANIZED RIGID STEEL
CONDUIT
GRTG GRATING
GSU GLAZED STRUCTURAL
UNITS
GWB GYPSUM WALLBOARD
GWT GLAZED WALL TILE
GYP GYPSUM
H or HT HEIGHT (HIGH)
HB HOSE BIBB
HBD HARDBOARD
HC HANDICAPPED
HD HEAD
HDPE HIGH DENSITY
POLYETHYLENE
HDR HEADER
HDW HARDWARE
HIP HIGH PRESSURE
HM HOLLOW METAL
HORIZ HORIZONTAL(LY)
HP HORSE POWER
HPS HIGH PRESURE STEAM
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH STRENGTH GYPSUM
PLASTER
HTG HEATING
HTR HEATER
HW HEAD WALL
HW HOT WATER
HWH HOT WATER HEATER
HWR HOT WATER RETURN
(HEATING)
HWS HOT WATER SUPPLY
(HEATING)
HYD HYDRAULIC
I or FE IRON
IC INTERCOM
ID INSIDE DIAMETER
IE INVERT ELEVATION
IES ILLUMINATING
ENGINEERING SOCIETY
IN INCH
INSUL INSULATION
INT INTERIOR
INV INVERT OR INVERTER
IP IRON PIPE
ISF INSIDE FACE
JB JUNCTION BOX
JBOX JUNCTION BOX
JC JANITOR CLOSET
JCT JUNCTION
JST JOIST
JT JOINT
K KEY
KCP KEENE'S CEMENT
PLASTER
KIP or K KILOPOUND (1000 LBS)
KIT KITCHEN
KL KEY LOCK
KP KICK PLATE
KV KILOVOLTS
KVA KILOVOLT AMPERES
KW KILOWATT
LAB LABORATORY
LAU LAUNDRY
LAV LAVATORY
LBR LUMBER
A COMPRESSED AIR
A/C AIR CONDITIONING
AB ANCHOR BOLT
ABS ACRYLONITRILE BUTAD
STYRENE
AC ALTERNATING CURRENT
ACI AMERICAN CONCRETE
INSTITUTE
ACSR ALUMINUM CONDUCTOR
STEEL REINFORCED
ACST ACOUSTIC
AD ACCESS DOOR
AD AREA DRAIN
ADMIN ADMIN ADMINISTRATION
(IVE)
AFF ABOVE FINISH FLOOR
AFFF AQUEOUS FILM FORMING
FOAM
AGG AGGREGATE
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPS INTERRUPTING
CAPACITY (SYM RMS)
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AL ACTIVE LEAF
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
ANSI AMERICAN NATIONAL
STANDARDS INSTITUTE
AP ACCESS PANEL
APD AIR PRESSURE DROP
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECTURAL OR
ARCHITECT
ARI AMERICAN
REFRIGERATION
INSTITUTE
ASB ASBESTOS
ASPH ASPHALT
APC ACOUSTICAL PANEL
CEILING
AUTO AUTOMATIC
AV ACID VENT
AVG AVERAGE
AW ACID WASTE
AWC ACOUSTICAL WALL
COVERING
AWG AMERICAN WIRE GAUGE
L ANGLE
BATT BATT INSULATION
BB BULLETIN BOARD
BBO BOILER BLOW OFF
BC BOOKCASE
BD BOARD
BDY BOUNDARY
BEJ BRICK EXPANSION JOINT
BIT BITUMINOUS
BKR BREAKER
BL BUILDING LINE
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BM BENCH MARK
BO BOTTOM OF
BOT BOTTOM
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRK BRICK
BRKT BRACKET
BS BOTH SIDES
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
BUR BUILT-UP ROOFING
BW BOTH WAYS
C CENTER
C OR
CND
CONDUIT (ELECTRICAL
SHEETS)
C TO C CENTER TO CENTER
CAP CAPACITY
CB CATCH BASIN (OR CIRCUIT
BREAKER)
CC CENTER TO CENTER
CCT CIRCUIT
CD CONDENSATE DRAIN
CE COVER ELEVATION
CEM CEMENT
CF CUBIC FEET
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CHIM CHIMNEY
CI CAST IRON
CI CURB INLET
CIP CAST IN PLACE
CIR CIRCULAR
CJ CONTROL JOINT
CKT CIRCUIT
CL CENTER LINE
CL WG CLEAR WIRE GLASS
CLG CEILING
CLKG CAULKING
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY
UNIT
CNTR COUNTER
CO CLEAN OUT
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBINATION
COMB COMBUSTION
COMP COMPRESSIBLE
COMPR COMPRESSOR
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION
CONSTR CONSTRUCTION
CONSTR
JT
CONSTRUCTION JOINT
CONT CONTINUOUS
(CONTINUATION)
CONTR CONTRACTOR
COR CORNER
CORR
COVEREDCOV
CORRIDOR
CPL CEMENT PLASTER
CPS CYCLES PER SECOND
(HERTZ)
CPT CARPET
CR CONDENSER WATER
RETURN
CRES CORROSIVE RESISTANT
STEEL
CRG CARRIAGE
CRSE COURSE
CS CONDENSER WATER
SUPPLY
CS COUNTER SINK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
CTL CARPET TILE
CU CONDENSING UNIT
CU YD CUBIC YARDS
CUH CABINET UNIT HEATER
CV CEILING VENT
CW COLD WATER
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
CYL CYLINDER
D DEPTH (DEEP)
D DIFFUSER
d PENNY (as in nail - 10d)
D&M DRESSED AND MATCHED
DA DOUBLE ACTING
DB DRY BULB
dB DECIBEL
DBL DOUBLE
DC DIRECT CURRENT
DCJ DOWELED CONTROL
JOINT
DCJT DUMMY CONTROL JOINT
DCL DOOR CLOSER
DCW DOMESTIC COLD WATER
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DHW DOMESTIC HOT WATER
DI DEIONIZED WATER
DIA DIAMETER
CLO CLOSET
FR FIRE RATED
U/C UNDER CABINET
NORTH
CBU CEMENTITIOUS BACKER
UNIT
F FLUSH or FRAME
FG FULL GLASS
G GLASS or GLASS TYPE
HG HALF GLASS
NV NARROW VISION
V VISION
SL SLIDING
BF(2) BIFOLD (DOUBLE)
IG INSULATED GLASS
SS SOLID SURFACE
WIDTH DEPTH
HEIGHT
CABINET DESIGN SERIES
MODELCASEWORK
TAG
DWR DRAWER
CAB CABINET
MICRO MICROWAVE
SHV SHELF OR SHELVES
SNGL SINGLE
UNIQUE SUBSTRATE AND
FINISH LAYERS
RENUMBERED PER PROJECT
G001 TITLE SHEET
A 00 ARCHITECTURAL INFO SHEET
A001 DEMOLITION FLOOR PLAN
A002 DEMOLITION ELEVATIONS
A101 FLOOR PLANS, WINDOW ELEVATIONS, AND
ALTERNATES
A201 EXTERIOR BUILDING ELEVATIONS
A401 WALL SECTIONS & DETAILS
A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL DRAWINGS
PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. DIMENSIONS AND EXISTING
CONDITIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.
ITEMS WHICH ARE INTENDED TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS
FULL-TONE DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES. ALL
OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN HALF-TONE.
B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR HERE-IN. THE
CONTRACTOR SHALL COORDINATE ALL REQUIRED RENOVATION AND NEW CONSTRUCTION
WITH THE EXISTING BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION
REQUIRED AND AS LISTED BELOW.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
EXISTING BUILDING COMPONENTS, MATERIALS, EQUIPMENT, AND APPURTENANCES AS
REQUIRED TO BUILD, ERECT, INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH
THE OWNER HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.
D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE CAREFULLY
REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND STORED OR REINSTALLED ON THE
SITE AS DIRECTED. REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE
OWNER.
E. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY
BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL
WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP
WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND
ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE
RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.
F. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF
ALL CONSTRUCTION BARRIERS.
J. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED PROJECT, BUT
CONFLICTING WITH NEW FINISHES. THESE ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE
NOT LIMITED TO THE ITEMS LISTED BELOW:.
1. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE PLAN AS A FULL-
TONE RED DASHED LINE ARE TO BE REMOVED.
A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER AND LIMITED
FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR
VARIATIONS FROM THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO
ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.
B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO
DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA
COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.
C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE RESPONSIBLE FOR
SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL
EXPENSE TO OWNER. COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER
TRADES AFFECTED.
D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE
LINES INDICATE NEW OR RELOCATED CONSTRUCTION.
E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE, GYPSUM WALL
BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED
OTHERWISE.
P. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED, CUT, CORED, OR
ALTERED IN ANY WAY TO ACCOMMODATE NEW CONSTRUCTION OR TO RECEIVE NEW
FINISHES. PREP ALL EXISTING FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH
SCHEDULE.
Q. CONTRACTOR SHALL VERIFY CMU WALLS HAVE NO CHIPPED EDGES AND THAT JOINTS HAVE
BEEN TOOLED TO REMOVE ALL EXCESS MORTAR AND ARE READY TO RECEIVE PAINT.
CONTRACTOR SHALL APPROVE WALLS TO RECEIVE PAINT PRIOR TO HAVING PAINTER
INSPECT FOR APPROVAL.
7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL
DAMAGED AREAS.
7.19 EXISTING MASONRY VENEER. PATCH AND REPAIR MASONRY WHERE STEEL BAR
GRATING WAS REMOVED.
7.20 EXISTING STUCCO WALL. PATCH AND REPAIR STUCCO WHERE STEEL BAR
GRATING WAS REMOVED.
7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.
7.22 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND
METAL WALL PANELS (BASE BID) ABOVE DOOR. (REFER TO ALTERNATE #1 FOR
ALTERNATE INFILL OPTION.) EXISTING DOOR TO REMAIN.
7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.
7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND
METAL WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE
INFILL OPTION.)
7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.
7.32 EXISTING OVERHEAD DOOR TO REMAIN.
7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED
MUTTINS AT OTHER NEW WINDOWS ON THIS ELEVATION.
D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT
THIS LOCATION.
D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.
D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.
D.23 REMOVE STEEL FRAME WINDOW.
D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE
OF WINDOW.
D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE
OF WINDOW.
D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.
P4
P22
P2
P2 3
SUPPLY ROOM
ARMS VAULT
KITCHEN
LOCKER ROOM
COMMANDING
OFFICER &
ORDERLY ROOM
INSTRUCTOR
OFFICE
OFFICE
ASSEMBLY AREA
MENS TOILET /
SHOWER
WOMENS TOILET
CLASSROOM
CLASSROOM
STORAGE
FURNACE
A0022
A002
A002
A002 4
D.24 D.24 D.26 D.23 D.23 D.24 D.24
D.24
D.24
D.24
D.24
D.24
D.24
D.18
D.24
D.17
D.24D.24D.18D.19D.24D.24
D.25
D.25
D.25
D.25
D.24
D.24
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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P A
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D A
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PROJECT NO.:
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IS
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S
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B Y
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C R
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A001
S O
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F T
H E
M
IL
IT
A
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F L
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011305.001
R L
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4, R E
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011305001-2-A001 DEMOLITION FLOOR PLAN
W
T
H S
T R
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T S
U
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S O
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H D
A K
O T
A
REF. DEMO NOTES ( ):DX
D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT THIS
LOCATION.
D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.
D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.
D.23 REMOVE STEEL FRAME WINDOW.
D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE OF
WINDOW.
D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE OF
WINDOW.
D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.
SCALE: 3/16" = 1'-0"
FIRST FLOOR - DEMOLITION
NORTH0
SCALE: 3/16" = 1'-0"
4 8 12 ''''
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
D.24 D.24 D.23 D.23 D.26 D.24 D.24
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
D.17 D.24 D.24 D.18 D.24 D.24 D.24 D.24 D.24
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
D.24 D.24 D.19 D.18 D.24 D.24
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
D.24 D.24 D.25 D.25 D.25 D.25
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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011305001-2-A002 DEMOLITION ELEVATIONS
W . 5
7T H
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, S U
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D A
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T A
REF. DEMO NOTES ( ):DX
D.17 REMOVE STEEL BAR GRATING; EXISTING ALUMINUM WINDOW TO REMAIN AT THIS
LOCATION.
D.18 EXISTING H.M. DOOR & FRAME TO REMAIN.
D.19 EXISTING OVERHEAD SECTIONAL DOOR AND FRAME TO REMAIN.
D.23 REMOVE STEEL FRAME WINDOW.
D.24 REMOVE STEEL FRAME WINDOW & STEEL BAR GRATING ATTACHED TO OUTSIDE OF
WINDOW.
D.25 REMOVE STEEL FRAME WINDOWS & STEEL BAR GRATING ATTACHED TO INSIDE OF
WINDOW.
D.26 REMOVE STEEL WINDOW ABOVE DOOR. DOOR TO REMAIN.
SCALE: 3/16" = 1'-0"
NORTH ELEVATION (DEMO)
SCALE: 3/16" = 1'-0"
EAST ELEVATION (DEMO)
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION (DEMO)
SCALE: 3/16" = 1'-0"
WEST ELEVATION (DEMO)
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
P4 3 P42
SUPPLY ROOM
A R
M S
V A
U L
T
4 KITCHEN
LOCKER ROOM
COMMANDING
OFFICER &
ORDERLY ROOM
INSTRUCTOR
OFFICE
OFFICE
ASSEMBLY AREA
MENS TOILET /
SHOWER
WOMENS TOILET
CLASSROOM
CLASSROOM
STORAGE
FURNACE
A2012
A201
A201
A201 4
A401
A401
A401
MP3 MP6 MP1 MP1 W2
W1C
W1C
W1B
W1B
W5
W5
W1
W2W2W2W2
MP5
MP5
MP5
MP4
7.22 7.27 7.21
7.21
7.21
7.21
7.21
7.21
7.31
7.21
7.21
7.23
7.217.217.317.327.217.21
7.27
7.27
7.27
A401
A401
A401
MP2
7.277.277.277.27
MP3
7.27
7.27
MP4
MP5
A401
A401
A401
7.27
7.36
7.18 7.187.187.187.187.18
7.18
7.18
7.18
7.18 7.18 7.18 7.18
7.18
7.18
7.18
7.18
7.18
7.18
E1
E
2" 4'-9 1/2" 2"
5'-1 1/2"
IG-2
A401
A401
A401
APPLIED MUNTINS -
MATCH EXISTING
STEEL WINDOWS
TYP. ALL WINDOWS
2" 4'-8 1/2" 2"
5'-0 1/2"
IG-2
A401
A401
A401
2" 4'-9" 2"
5'-1"
IG-2
A401
A401
A401
2" 5'-8 1/2" 2"
6'-0 1/2"
/2
/2
IG-2
A401
A401
A401
5'-1"
A401
A401
A401
E Q
E Q
5'-1 1/2"
/2
A401
A401
A401
E Q
E Q
5'-1 1/2"
A401
A401
A401
E Q
E Q
5'-1"
A401
A401
A401
E Q
E Q
/2
3'-4"
A401
A401
2" 1'-5 1/2" 2"
1'-9 1/2"
/2
/2
IG-2
A401
A401
A401
6'-0 1/2"
/2
A401
A401
A401
METAL PANEL TRIM
TYP.
METAL PANEL JOINT
TYP. (REFER TO
DETAIL 23/A401)
E Q
E Q
FACE FASTENER THROUGH
NICHIHA 10MM SPACER
2" CONTINUOUS INSUL
CLIP FASTENED AT FURRING
18 GA Z-FURRING
GYPSUM SHEATHING
STARTED TRACK
FLASHING
GYPSUM WALLBOARD
3 5/8" METAL STUD & BATT
INSULATION
WEATHER BARRIER
NICHIHA TUFF BLOCK FIBER
CEMENT SIDING
SEALANT
EXISTING WALL
EXISTING SILL BLOCK TO
REMAIN
APPLIED MUNTINS -
MATCH EXISTING
STEEL WINDOWS
TYP. ALL WINDOWS
2" 4'-9 1/2" 2"
5'-1 1/2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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011305001-2-A101 FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES
W . 5
7T H
S T
R E
E T
, S U
IT
E
S
O U
T H
D A
K O
T A
7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL DAMAGED
AREAS.
7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.
7.22 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL
WALL PANELS (BASE BID) ABOVE DOOR. (REFER TO ALTERNATE #1 FOR ALTERNATE
INFILL OPTION.) EXISTING DOOR TO REMAIN.
7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.
7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL
WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE INFILL OPTION.)
7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.
7.32 EXISTING OVERHEAD DOOR TO REMAIN.
7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED MUTTINS
AT OTHER NEW WINDOWS ON THIS ELEVATION.
REF. NOTES ( ):X
NORTH
SCALE: 3/16" = 1'-0"
FIRST FLOOR
SCALE: 1/4" = 1'-0"
WINDOW TYPES
SCALE: 1/4" = 1'-0"
METAL PANELS
W1
AL FIXED
FIELD VERIFY DIMENSIONS
W1B
AL FIXED
FIELD VERIFY DIMENSIONS
W1C
AL FIXED
FIELD VERIFY DIMENSIONS
W2
AL FIXED
FIELD VERIFY DIMENSIONS
MP2
METAL PANEL
FIELD VERIFY DIMENSIONS
MP3
METAL PANEL
FIELD VERIFY DIMENSIONS
MP4
METAL PANEL
FIELD VERIFY DIMENSIONS
MP5
METAL PANEL
FIELD VERIFY DIMENSIONS
MP6
METAL PANEL
FIELD VERIFY DIMENSIONS
W5
AL FIXED
FIELD VERIFY DIMENSIONS
SCALE: 3/16" = 1'-0"
4 8 12 ''''GLASS TYPES
IG-1 1" INSULATED, TINTED LOW-E GLASS
IG-2 1" INSULATED, TINTED LOW-E GLASS, TEMPERED
MP1
METAL PANEL
FIELD VERIFY DIMENSIONS
SCALE: 1 1/2" = 1'-0"
ALTERNATE #1 WINDOW INFILL PANEL
ALTERNATE #1
E1
EXISTING WINDOW - NEW
APPLIED MUNTINS
FIRST FLOOR
100'-0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
W2
MP1 MP1 MP6
MP3
A401
A401
7.21
MP2
7.277.27 7.27 7.27
MP3
7.27 7.27
A401
A401
A401
7.18 7.18
7.18 7.18
7.18
7.18 7.18
7.207.20
7.19
7.19
7.19
7.19
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
W1
W5 W5
W1B W1B W1C W1CE1
A401
A401
7.23 7.21 7.21 7.31 7.21 7.21 7.21 7.21 7.21
7.36
7.18 7.18 7.18
7.19
7.19
7.19
7.19
7.19
7.19
7.19
7.19
7.18 7.18 7.18 7.18 7.18
7.19
7.19
7.19 7.19
7.19
7.19 7.19
7.19
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
W2 W2 W2 W2
7.21 7.21 7.32 7.31 7.21 7.21
7.18 7.18 7.18 7.18
7.20 7.20 7.207.20
7.207.20 7.207.20
FIRST FLOOR
100' - 0"
JOIST BEARING WEST ADDITION
109' - 8"
T.O.W. ORIGINAL BUILDING
115' - 4"
T.O.W. ARCH PEAK
123' - 9 1/2"
MP4 MP5 MP5 MP5
A401
A401
MP4
7.27 7.27
MP5
7.27 7.27 7.27 7.27
7.18 7.18 7.18 7.18 7.18 7.18
7.19
7.19
7.19
7.19
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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011305001-2-A201 EXTERIOR BUILDING ELEVATIONS
W . 5
7T H
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, S U
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S
O U
T H
D A
K O
T A
7.18 EXISTING PRECAST CONCRETE SILL TO REMIAN. PATCH AND REPAIR ALL DAMAGED
AREAS.
7.19 EXISTING MASONRY VENEER. PATCH AND REPAIR MASONRY WHERE STEEL BAR GRATING
WAS REMOVED.
7.20 EXISTING STUCCO WALL. PATCH AND REPAIR STUCCO WHERE STEEL BAR GRATING WAS
REMOVED.
7.21 PREP EXISTING OPENING AND INSTALL NEW ALUMINUM WINDOW.
7.23 EXISTING ALUMINUM WINDOW TO REMAIN AT THIS LOCATION.
7.27 INFILL EXISTING OPENING WITH METAL STUD WALL FRAMING ASSEMBLY AND METAL
WALL PANELS (BASE BID). (REFER TO ALTERNATE #1 FOR ALTERNATE INFILL OPTION.)
7.31 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.
7.32 EXISTING OVERHEAD DOOR TO REMAIN.
7.36 NEW APPLIED MUNTINS AT THIS EXISTING WINDOW TO REMAIN. MATCH APPLIED MUTTINS
AT OTHER NEW WINDOWS ON THIS ELEVATION.
REF. NOTES ( ):X
SCALE: 3/16" = 1'-0"
NORTH ELEVATION
SCALE: 3/16" = 1'-0"
EAST ELEVATION
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
SCALE: 3/16" = 1'-0"
WEST ELEVATION_
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
4 8 12 ''''
SCALE: 3/16" = 1'-0"
W1B
A401
ALUM WINDOW
A401
FIRST FLOOR
100' - 0"
MP2
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
A401
A401
GYPSUM SHEATHING
FIRST FLOOR
100' - 0"
MP4
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
A401
A401
GYPSUM SHEATHING
FIRST FLOOR
100' - 0"
MP5
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
A401
A401
GYPSUM SHEATHING
FIRST FLOOR
100' - 0"
MP6
EXISTING HOLLOW
METAL DOOR &
FRAME TO REMAIN
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
/2
A401
GYPSUM SHEATHING
FIRST FLOOR
100' - 0"
W5
ALUM WINDOW
A401
A401
/2
PAINT EXISTING
LINTEL
EXISTING
BRICK
ALUMINUM FRAME
EXISTING CMU
AIR SPACE
SEALANT &
BACKER ROD
EACH SIDE
TRTD WOOD
SHIM
SEALANT & BACKER
ROD EACH SIDE
EXISTING BRICK
ALUMINUM FRAME EXISTING CMU
AIR SPACE
TRTD WOOD BLOCKING
SEALANT &
BACKER ROD
EACH SIDE
EXISTING
BRICK
ALUMINUM
FRAME
EXISTING CMU
AIR SPACE
EXISTING
PRECAST SILL
METAL SILL PAN
FLASHING
ALUMINUM
FRAME
EXISTING
CONCRETE
OR CMU
SEALANT &
BACKER ROD
EACH SIDE
EXISTING BRICK
SAWCUT NEW
DRIP EDGE IF
NOT EXISTING
MATCH EXISTING
ALUMINUM
FRAME
EXISTING
CONCRETE
OR CMU
SEALANT &
BACKER ROD
EACH SIDE
SAWCUT NEW
DRIP EDGE IF
NOT EXISTING
MATCH EXISTING
FIRST FLOOR
100' - 0"
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
/2
MP1
A401
A401
GYPSUM SHEATHING
FIRST FLOOR
100' - 0"
5/8" GWB
3 5/8" METAL STUD
2" INSULATED
METAL PANEL
WEATHER BARRIER
SEALANT ALL
SIDES
BATT INSULATION
MP3
A401
A401
GYPSUM SHEATHING
5/8" GWB (LVL 1 FIN)
EXISTING CONCRETE
OR CMU
SEALANT &
BACKER ROD
EACH SIDE
3 5/8" METAL FRAMING
W/ INSUL
2" INS METAL
PANEL WITH METAL
WALL PANEL CLIPS
WEATHER BARRIER
METAL PANEL
JAMB TRIM
SEALANT ALL SIDES
5/8" GYPSUM
SHEATHING
VAPOR BARRIER
2" INS METAL
PANEL WITH METAL
WALL PANEL CLIPS
EXISTING CONCRETE
OR CMU
5/8" GWB (LVL 1 FIN)
3 5/8" METAL
FRAMING WITH INSUL
SEALANT & BACKER
ROD EACH SIDE
SEALANT ALL SIDES
WEATHER BARRIER
5/8" GYPSUM
SHEATHING
METAL PANEL JAMB
TRIM
VAPOR BARRIER 3 5/8" METAL
FRAMING W/ INSUL
EXISTING CONCRETE
OR CMU
EXISTING PRECAST
SILL
5/8" GWB (LVL 1 FIN)
2" INS METAL PANEL
WITH METAL WALL
PANEL CLIPS
WEATHER BARRIER
5/8" GYPSUM
SHEATHING
METAL PANEL JAMB
TRIM
SEALANT ALL SIDES
SEALANT & BACKER
ROD EACH SIDE
VAPOR BARRIER
METAL SILL PAN
FLASHING
PAINT EXISTING
LINTEL
EXISTING BRICK
EXISTING CMUAIR SPACE
5/8" GWB (LVL 1 FIN)
SEALANT & BACKER
ROD EACH SIDE
3 5/8" METAL
FRAMING W/ INSUL2" INS METAL PANEL
WITH METAL WALL
PANEL CLIPS
WEATHER BARRIER
METAL PANEL JAMB
TRIM
5/8" GYPSUM
SHEATHING
SEALANT ALL SIDES
VAPOR BARRIER
SEALANT & BACKER
ROD EACH SIDE
EXISTING BRICK
5/8" GWB (LVL 1 FIN)
EXISTING CMU
AIR SPACE
3 5/8" FRAMING W/
INSUL
2" INS METAL PANEL
WITH METAL WALL
PANEL CLIPS
WEATHER BARRIER
5/8" GYPSUM
SHEATHING
METAL PANEL JAMB
TRIM
SEALANT ALL SIDES
VAPOR BARRIER
EXISTING BRICK
EXISTING CMU
AIR SPACE
EXISTING PRECAST
SILL
SEALANT & BACKER
ROD EACH SIDE
3 5/8" METAL FRAMING
W/ INSUL
5/8" GWB (LVL 1 FIN)2" INS METAL PANEL
WITH METAL WALL
PANEL CLIPS
WEATHER BARRIER
SEALANT ALL
SIDES
5/8" GYPSUM
SHEATHING
METAL PANEL JAMB
TRIM
VAPOR BARRIER
METAL SILL PAN FLASHING
SEALANT &
BACKER ROD
EACH SIDE
ALUMINUM
FRAME
EXISTING
CONCRETE
OR CMU
EXISTING
PRECAST
SILL
METAL SILL PAN
FLASHING
FIRST FLOOR
100' - 0"
W2
/2
A401
A401
ALUM WINDOW
ALUMINUM
FRAME
EXISTING CONCRETE
OR CMU
SEALANT &
BACKER ROD
EACH SIDE
SEALANT
PER MANUF
SEALANT PER
MANUF
PANEL CLIP
PER MANUF
FASTENER
PER MANUF
2" INS METAL
PANEL
2" INS METAL
PANEL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
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4, R E
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011305001-2-A401 WALL SECTIONS & DETAILS
W . 5
7T H
S T
R E
E T
, S U
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E
S
O U
T H
D A
K O
T A
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
WDW HEAD BRICK -CMU
SCALE: 1 1/2" = 1'-0"
WDW JAMB BRICK-CMU
SCALE: 1 1/2" = 1'-0"
WDW SILL BRICK-CMU
SCALE: 1 1/2" = 1'-0"
WDW HEAD BRICK-CONCRETE
SCALE: 1 1/2" = 1'-0"
WDW HEAD CONCRETE
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
METAL PANEL HEAD CONCRETE
SCALE: 1 1/2" = 1'-0"
METAL PANEL JAMB CONCRETE
SCALE: 1 1/2" = 1'-0"
METAL PANEL SILL CONCRETE
SCALE: 1 1/2" = 1'-0"
METAL PANEL HEAD BRICK-CMU
SCALE: 1 1/2" = 1'-0"
METAL PANEL JAMB BRICK-CMU
SCALE: 1 1/2" = 1'-0"
METAL PANEL SILL BRICK-CMU
SCALE: 1 1/2" = 1'-0"
WDW SILL CONCRETE
SCALE: 1/2" = 1'-0"
WALL SECTION
SCALE: 1 1/2" = 1'-0"
WDW JAMB CONCRETE
SCALE: 6" = 1'-0"
METAL PANEL REVEAL DETAIL
| 011305001 - G001 - TITLE SHEET |
| 011305001 - A 00 - ARCHITECTURAL INFO SHEET |
| 011305001 - A001 - DEMOLITION FLOOR PLAN |
| 011305001 - A002 - DEMOLITION ELEVATIONS |
| 011305001 - A101 - FLOOR PLANS, WINDOW ELEVATIONS, AND ALTERNATES |
| 011305001 - A201 - EXTERIOR BUILDING ELEVATIONS |
| 011305001 - A401 - WALL SECTIONS & DETAILS |
File details come from the government source that posted it. Updated .