Drawing Repair Windows - B7020.pdf
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DEMO 10 JUNE 2011
DEMO 16 AUGUST 2014
D E
M O
A U
G
MAIN GATE CONTRACTOR GATE
W E S T G
A
TE
SIGNSIGN
SIGN
WEST PROPERTY
WATER SERVICE
BACKFLOW
PREVENTION
LO
T
I
TAXILANE - F
D
C
SOUTH RAMP
EAST APRON
TRANSIENT PAD
POWER
CHECK PAD
E
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HC
F
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SOUND WALL
WEST RAMP
CLOSED
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RESERVED
VISITOR
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HANDICAP
CUSTO M ER
HANDICAP
CUSTO M ER
CUSTO M ER
RESERVED
RESERVED
RESERVED
H A
N D
IC A
P
H A
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IC
A
P
H A
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IC
A
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RESERVED
UTA 91
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RESERVED
UTA 89
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UTA 88
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RESERVED
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RESERVED
RESERVED
8 7
8 5
8 4
8 3
RESERVED
RESERVED
UTA 18
RESERVED
UTA 17
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UTA 16
RESERVED
UTA 15
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
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RESERVED
UTA 45
RESERVED
UTA 44
RESERVED
RESERVED
RESERVED
RESERVED
RESERVED
GO
RESERVED
RESERVED
RESERVED
UTA 71
RESERVED
RESERVED
UTA 73
R E
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20 spaces
17 spaces
18 spaces
14 spaces
16 sp a ces
14 sp a ces
9 s p a c e s
1 0 s pa c es
1 4 s p a ce s
13 s p a ce s
13 s p a ce s
LOT A
LOT P
LOT C
L O
T D
LOT E
LOT E LOT E
LOT G
LO
T
H
L O
T K
LOT M
LOT N
LOT F
LOT J
LOT O
L O
T R
L O
T Q
LOT S
LOT B
THUNDERBOLT AVE.
THUNDERBOLT AVE.
S A
B R
E S
T R
E E
T
S P
IT
F
IR
E
A V
E
MUSTANG AVE.
MUSTANG AVE.
FALCON STREET
D R
A G
O N
F L Y
TALON DRIVE
C A
N B
E R
R A
S E
N T R
Y D
R
IV
E
SENTRY DRIVE
MUSTANG AVE.
DICKMAN AVE.
S E
N T R
Y D
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IV
E
P H
A N
T O
M A
V E
S C
O R
P
IO
N S
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UN
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TH
UN
DER
BO
LT
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VE
CANBERRA
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LI
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DICKMAN AVE.
DICKMAN AVE.
OUTSIDE
STORAGE
H A
Z M
A T
S T
O R
A G
E
BATTLE CREEK
SPRINGFIELD
BATTLE
CREEK ANGB
WK KELLOGG
AIRPORT
NORTH
LOCAL VICINITY MAPVICINITY MAP
MICHIGAN
LANSING
CALHOUN
COUNTY
NORTH
BUILDING 7020
PROJECT LOCATION
NORTH
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
REPAIR WINDOWS - BUILDING 7020
BATTLE CREEK ANGB
BATTLE CREEK, MICHIGAN
MICHIGAN AIR NATIONAL GUARD
M
IC
H
IG
A N
A
IR
N A
T
IO
N A
L G
U A
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B A
T T
L E
C R
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K A
N G
B B
A T
T L E
C R
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K M
IC
H
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A
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P A
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W
IN
D
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S
B U
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D
IN
G
G-001
COVER SHEET
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
GENERAL
G-001 COVER SHEET
ARCHITECTURAL
A-001 NOTES & SYMBOLS
AD102 SECOND FLOOR DEMOLITION PLAN
A-102 SECOND FLOOR PLAN
A-201 EXTERIOR ELEVATIONS
A-202 WINDOW ELEVATIONS
A-311 WALL SECTIONS
SHEET INDEX
03/30/20 B3 FINAL
HATCH SYMBOLS
EARTHWORK
GRAVEL
PLASTER,
SAND, GROUT
CONCRETE
CONCRETE
MASONRY
CLAY
MASONRY
PRECAST
CONCRETE
METAL
PLYWOOD
FINISH LUMBER
WOOD STUDS,
BLOCKING
STEEL STUDS
GYPSUM
WALLBOARD
ACOUSTICAL
TILE
BATT
INSULATION
RIGID
INSULATION
ANGLE
@ AT
AB ANCHOR BOLT
AC ACOUSTIC
ACC ACCESS
ACT ACOUSTIC CEILING TILE
ACP ACOUSTIC CEILING PANEL
AD AREA DRAIN
ADD ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AP ACCESS PANEL
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
BB BOND BEAM
BD BOARD
BF BOTH FACES
BFC BELOW FINISH CEILING
BG BUMPER GUARD
BIT BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BLKT BLANKET
BM BEAM/BENCH MARK
BLK BLOCK
BOT BOTTOM
BRG BEARING
BRKR BREAKER
BRK BRICK
BRKT BRACKET
BS BACK SPLASH
BSMT BASEMENT
BTWN BETWEEN
CHANNEL
CAB CABINET
CER CERAMIC
CFCI CONTRACTOR FURNISHED,
CONTRATOR INSTALLED
CG CORNER GUARD
CH COAT HOOK
CIP CAST IN PLACE
CJ CONTROL JOINT/CONSTRUCTION
JOINT
CLG CEILING
CLO CLOSET/CLOSURE
CLR CLEAR
COL COLUMN
COMB COMBINATION
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION/CONNECT
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CPT CARPET
CR COAT RACK/CURTAIN ROD
CSG CASING
CT CERAMIC TILE
CTR CENTER/COUNTER
CTSK COUNTERSUNK
CUH CABINET UNIT HEATER
CW COLD WATER
D DEPTH
DBL DOUBLE
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIR DIRECTION
DIV DIVISION
DM DEMOUNTABLE PARTITION
DN DOWN
DO DITTO
DR DOOR
DRWR DRAWER
DS DOWNSPOUT
DWG DRAWING
DWL DOWEL
DWS DEFORMED WELDED STUD
EA EACH
EC ELECTRICAL CONTRACTOR
EF EACH FACE
EH ELECTRICAL HEATER/EXHAUST
HOOD
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR/ELEVATION
EMBED EMBEDDED
EMER EMERGENCY
ENT ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
ES EMERGENCY SHOWER
ESR ELASTOMERIC SHEET ROOFING
ETR EXISTING TO REMAIN
EVC ELASTIC VINYL COATING
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXC EXCAVATE
EXP EXPANSION
EXPD EXPOSED
EXPF EXPLOSION PROOF
EXT EXTERIOR
FA FIELD ADJUSTABLE
FV FIELD VERIFY
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FHC FIRE HOSE CABINET
FIN FINISH
FIX FIXTURE
FLEX FLEXIBLE
FLR FLOOR
FLRG FLOORING
FP FIREPROOF/FIRE PROTECTION
FR FIRE RETARDANT
FS FULL SIZE/FULL SCALE
FT FEET
FTG FOOTING
FURG FURRING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED
GFRC GLASS FIBER REINFORCED CONCRETE
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS
GMU GLAZED MASONRY UNIT
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HEIGHT
HDBD HARDBOARD
HDCP HANDICAPPED
HDWD HARDWOOD
HDWE HARDWARE
HK HOOK
HM HOLLOW METAL
HP HIGH POINT
HR HANDRAIL
HT HEIGHT
HVAC HEATING VENTILATION AND AIR CONDITIONING
HWS HEAD WELDED STUDS
ID INSIDE DIAMETER
IMP INSULATED METAL PANEL
IN INCHES
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
IPW INSULATED PLENUM WALL
IRF INSULATED ROOF FILL
JAN JANITOR
JS JANITOR SINK
JST JOIST
JT JOINT
KD KNOCKED DOWN
KO KNOCK-OUT / KNEE OPENING
L LENGTH
LAB LABORATORY
LAM LAMINATED
LB POUND
LBS POUNDS
LD LINEAR DIFFUSER
LDG LANDING
LF LINEAR FOOT
LG LONG
LGT LIGHT
LKR LOCKER
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LP LOW POINT
LSH LONG SLOTTED HOLE
LTG LIGHTING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
MACH MACHINE
MAN MANUAL
MAR MARBLE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MBW MASONRY BEARING WALL
MC MECHANICAL CONTRACTOR
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MK MARK
ML METAL LATH
MLDG MOLDING
MO MASONRY OPENING
MP METAL PARTITION
MS MACHINE SCREW
MTD MOUNTED
MTG MOUNTING
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NS NONSHRINK
NTS NOT TO SCALE
NWC NORMAL WEIGHT CONCRETE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER/OVERFLOW DRAIN
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
OZ OUNCE
PART PARTITION
PC PIECE
PCC PRECAST CONCRETE
PCPL PORTLAND CEMENT PLASTER
PDWR PAPER TOWEL DISPENSER & WASTE RECEPTACLE
PH PHILLIPS HEAD/PHASE
PL PLASTIC LAMINATE/PLATE/PROPERTY LINE
PLAS PLASTER
PLBG PLUMBING
PLYWD PLYWOOD
PM PROTECTED METAL
PNL PANEL
PNLG PANELING
POL POLISHED
PR PAIR
PRE FAB PREFABRICATED
PRE FIN PRE-FINISHED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT/PAINT
PTM PAINT TO MATCH
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
QTY QUANTITY
RAD RADIUS
RAH ROOFTOP AIR HANDLING UNIT
RB RUBBER BASE
RC REINFORCED CONCRETE
RCP RADIANT CEILING PANEL
/ REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
REF REFERENCE
REINF REINFORCING
REL RELOCATE
REM REMAINDER
REQD REQUIRED
RES RESILIENT
RET RETURN
RI ROUGH IN
RM ROOM
RO ROUGH OPENING
RT RUBBER TILE
RUB RUBBER
SAT STANDARD AGGREGATE TOPPING
SB SOIL BEARING
SC SEAMLESS COATING
SCF SPECIAL CONCRETE FINISH
SCHD SCHEDULE
SD SOAP DISPENSER
SE SHELF EDGE
SECT SECTION
SF SAND FLOAT
SG SUPPLY AIR GRILLE
SGL SINGLE
SH SHELF
SHD SHOWER DOOR
SHT SHEET
SIM SIMILAR
SJ STEEL JOIST
SLV SHORT LEG VERTICAL
SM SMOOTH
SND SANITARY NAPKIN DISPENSER
SNV SANITARY NAPKIN VENDER
SOG SLAB ON GRADE
SPEC SPECIFICATION
SPR SPRINKLER
SQ SQUARE
SR SHOWER ROD
SS STAINLESS STEEL
ST STREET
STD STANDARD
STL STEEL
STO STORAGE
STRU STRUCTURAL/STRUCTURE
SUSP SUSPENDED
SV SHEET VINYL
SYM SYMMETRICAL
T & B TOP AND BOTTOM
TB TACKBOARD/TOWEL BAR
TBR TO BE REMOVED
TCP THIN COAT PLASTER
TD TOWEL DISPENSER
TDW TOWEL DISPENSER AND WASTE
TEMP TEMPERATURE/TEMPERED
TER TERRAZZO
TEX TEXTURE
TFC TROWELED FLOOR COVERING
T & G TONGUE AND GROOVE
THK THICK
TOB TOP OF BEAM
TOC TOP OF CURB/TOP OF CONCRETE
TOD TOP OF DECK/TOP OF DUCT ELEVATION
TOF TOP OF FOOTING
TOJ TOP OF JOIST
TOP TOP OF PIPE ELEVATION
TOS TOP OF SLAB/TOP OF STEEL
TOW TOP OF WALL
TPG TOPPING
TPH TOILET PAPER HOLDER
TRAN TRANSOM
TRANS TRANSVERSE
TS TUBE STEEL
TWS THREADED WELDED STUD
TYP TYPICAL
UG UNDERGROUND
UNO UNLESS NOTED OTHERWISE
UR URINAL
V VINYL
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VOL VOLUME
VWC VINYL WALL COVERING
W WIDE FLANGE STEEL BEAM
W/ WITH
WAF WELDED ANGLE FRAME
WC WATER CLOSET
WD WOOD
WDW WINDOW
WF WIDE FLANGE
WG WIRE GLASS
W/O WITHOUT
WP WEATHERPROOF
WPFG WATERPROOFING
WR WASTE RECEPTACLE
WSCT WAINSCOT
WSTP WEATHERSTRIP
WTR WATER
WWF WELDED WIRE FABRIC
X EXISTING
ABBREVIATIONS
ABBREVIATIONS ABOVE ARE FOR ARCHITECTURAL SHEETS ONLY.
NOT ALL ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT.
LEGEND - PLAN SYMBOLS
ROOM NAME AND NUMBER
WALL TYPE
IDENTIFICATION
KEYED NOTE IDENTIFICATION
WINDOW IDENTIFICATION
DOOR IDENTIFICATION
4.XXX
DETAIL SYMBOL
EXTERIOR ELEVATION
SYMBOL
WALL SECTION SYMBOL
INTERIOR ELEVATION
SYMBOL
BUILDING SECTION SYMBOL
ROOM NAME
A-211
A-201
ENLARGED PLAN
SYMBOL
A
XXX
X' - X"
W?
A100
A100
A-101
SIM
A-101
SIM
XXX
X
A-101
A-101
A-101
A-101
EXISTING GRID LINES
NEW GRID LINES
LEVEL OR SPOT ELEVATIONS
1. GOVERNING CODE: UFC 1-200-01 WITH AMENDMENTS AND IBC 2018
2. RISK CATEGORY: III
6. WIND DESIGN DATA (1603.1.4)
ULTIMATE WIND SPEED (3-SECOND GUST): VULT = 115 MPH
NOMINAL WIND SPEED (3-SECOND GUST) VASD = 90 MPH
WIND EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: GCPI = +/- 0.18
3. ROOF LIVE LOAD (1603.1.2)
MINIMUM ROOF LIVE LOAD: 20 PSF
5. ROOF SNOW LOAD (1603.1.3)
GROUND SNOW LOAD: PG = 30 PSF
FLAT-ROOF SNOW LOAD: PF = 23.1 PSF
SNOW EXPOSURE FACTOR: CE = 1.0
SNOW LOAD IMPORTANCE FACTOR: IS = 1.10
THERMAL FACTOR: CT = 1.0
7. GEOTECHNICAL DESIGN DATA (1603.1.6)
NET ALLOWABLE SOIL BEARING PRESSURE 1500 PSF (PER EXISTING DRAWINGS)
STRUCTURAL DESIGN CRITERIA
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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N A
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U A
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B A
T T
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C R
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K A
N G
B B
A T
T L E
C R
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K M
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A
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A-001
NOTES & SYMBOLS
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
XWVUTSRQPNMLKJHGFEDCBA
3.3
DISASTER PREP
STORAGE MEZZ.
MECHANICAL
ELECTRICAL
ROOM
COMM
CLOSET
MECHANICAL
MECHANICAL
MEZZ.
STAIR
ENGINEERING/
DRAFTING
STAIR
MECHANICAL
MEZZ.
ELEV.
XXX
DEPUTY
OFFICE
225 PLAN
ROOM
HALL
OFFICE
STORAGE
COPY
ROOM
CONF
ROOM
ADMIN/
WAITING
TRAINING
CHIEF OF OPS/
FACILITY MGR
COMMANDER/
BCE
FIRST
SGT
HALL
HALL
REAL
PROPERTIES
RESOURCE
ADVISOR
JAN
CLO
TOILET
TOILET
MS
4.001
4.001
4.001
4.0024.002
WINDOW REMOVAL LIMITS
WINDOW REMOVAL LIMITS
W
IN
D O
W R
E M
O V
A L L
IM
IT
S
DEMOLITION PLAN GENERAL NOTES:
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING AND SITE
CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT
BEFORE PROCEEDING WITH ANY SCHEDULED DEMOLITION WORK.
2. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL
AND STRUCTURAL WORK AND ALL SUBCONTRACTORS FOR
DEMOLITION AND REPAIR WORK.
3. REMOVE ALL ITEMS OF DEMOLITION WORK FROM THE PROJECT
DAILY AND DISPOSE OF PROPERLY.
4. EXISTING STRUCTURE TO REMAIN, TYP. PROTECT COLUMNS,
PILASTERS, BEAMS, AND SLABS.
5. ALL ITEMS TO BE DEMOLISHED SHALL BE REMOVED IN THEIR
ENTIRETY, BACK TO THE ORIGINAL SOURCE. SURROUNDING
MATERIALS WHICH ARE DISTURBED OR DEMOLISHED THAT ARE
SCHEDULED TO REMAIN SHALL BE PATCHED WITH LIKE
SURROUNDING MATERIALS AND FINISHES, TYPICAL.
6. PROTECT EXISTING SURFACES TO REMAIN DURING DEMOLITION
AND CONSTRUCTION.
7. REPAIR OR REPLACE ANY EXISTING CONSTRUCTION (WINDOWS,
WALLS, DOORS, CEILINGS, FLOORS, ETC.) TO REMAIN WHICH ARE
DAMAGED DURING CONSTRUCTION. REPLACEMENT MATERIAL
SHALL MATCH IN KIND.
8. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
OPERATIONS WITH THE BASE INCLUDING, BUT NOT LIMITED TO SITE
ACCESS, CONSTRUCTION PHASING/SEQUENCING, STAGING AREA,
STORAGE AREA AND CONSTRUCTION SCHEDULING INCLUDING
WORKING DAYS AND HOURS OF OPERATION.
DEMOLITION LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED, TYP
(U.N.O.)
EXISTING DOOR TO REMAIN
DOOR, FRAME, AND HARDWARE TO BE
DEMOLISHED COMPLETE, TYP (U.N.O.)
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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K M
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AD102
SECOND FLOOR
DEMOLITION PLAN
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
3/32" = 1'-0"1
SECOND FLOOR DEMOLITION PLAN
KEYED NOTES
4.001 REMOVE AND SALVAGE ALUMINUM FRAME WINDOW SYSTEM
FOR REINSTALLATION. REMOVE WINDOW STOOL, BLOCKING,
FLASHING, GYP. BD AND BATT. INSULATION TO FLOOR.
REMOVE GYP BD. AT PARTITIONS A MINIMUM 12" OR TO NEXT
STUD. REMOVE AND SALVAGE EXISTING MASONRY SOLDIER
COURSE FOR REINSTALLATION.
4.002 REMOVE AND SALVAGE RETURN GRILLS LOCATED IN THE
EXISTING WINDOW STOOL FOR REINSTALLATION. FIELD VERIFY
SIZE AND LOCATION.
3.3
DISASTER PREP
STORAGE MEZZ.
MECHANICAL
ELECTRICAL
ROOM
COMM
CLOSET
MECHANICAL
MECHANICAL
MEZZ.
STAIR
ENGINEERING/
DRAFTING
STAIR
MECHANICAL
MEZZ.
ELEV.
XXX
DEPUTY
OFFICE
225 PLAN
ROOM
HALL
OFFICE
STORAGE
COPY
ROOM
CONF
ROOM
ADMIN/
WAITING
TRAINING
CHIEF OF OPS/
FACILITY MGR
COMMANDER/
BCE
FIRST
SGT
HALL
HALL
REAL
PROPERTIES
RESOURCE
ADVISOR
JAN
CLO
TOILET
TOILET
MS
W1
W2
W3
A-2012
A-201
A-201
A-311
A-311
A-311
A-311
SIM.
A-311
A-311
OPP.
A-311
A-311
SIM.
OPP.
4.1014.101
4.102
WINDOW REINSTALLATION LIMITS
WINDOW REINSTALLATION LIMITS
W
IN
D O
W R
E
IN
S T
A L L A
T
IO
N L
IM
IT
S
FLOOR PLAN GENERAL NOTES:
1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN =
100'-0" ON ARCHITECTURAL DRAWINGS.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ARCHITECT/ENGINEER FOR FINAL DECISION.
3. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E.
GYPSUM WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.
4. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING
CONSTRUCTION (WALLS, DOORS, CEILINGS, FLOORS, ETC.) AS
REQUIRED FROM DEMOLITION OR CONSTRUCTION TO ALLOW FOR
THE PREP WORK AND NEW OR COMPLETION OF EXISTING
FINISHES. REPAIRS OR REPLACEMENTS MUST BE DURABLE,
SEAMLESS, AND MATCH THE EXISTING MATERIAL.
5. GENERAL CONTRACTOR SHALL PATCH ALL FLOOR AND WALL
PENETRATIONS CAUSED BY DEMOLITION IN A MANNER THAT IS
CONSISTENT WITH THE EXISTING FLOOR AND WALL
CONSTRUCTION AND FINISH. ALL PENETRATIONS SHALL MEET
REQUIRED FIRE RATINGS.
6. COORDINATE THE INSTALLATION OF ALL OWNER-SUPPLIED
EQUIPMENT. REFERENCE PLANS, SPECS, AND INTERIOR
ELEVATIONS FOR SPECIFIC EQUIPMENT AND ITS INSTALLATION
REQUIREMENTS.
7. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING, STIFFENERS,
BRACING, BACKING PLATES, SUPPORTING BRACKETS, AND
NECESSARY SELECTIVE DEMOLITION REQUIRED FOR THE PROPER
INSTALLATION OF ALL WINDOW STOOLS AND MISCELLANEOUS
EQUIPMENT.
8. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
OPERATIONS WITH THE BASE INCLUDING, BUT NOT LIMITED TO SITE
ACCESS, CONSTRUCTION PHASING/SEQUENCING, STAGING AREA,
STORAGE AREA AND CONSTRUCTION SCHEDULING INCLUDING
WORKING DAYS AND HOURS OF OPERATION.
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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A-102
SECOND FLOOR
PLAN
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
3/32" = 1'-0"1
SECOND FLOOR PLAN
03/30/20 B3 FINAL
KEYED NOTES
4.101 REINSTALL RETURN GRILLS IN NEW WINDOW STOOL. FIELD
VERIFY SIZE AND LOCATION.
4.102 RE-CAULK EXISTING ALUMINUM FRAME WINDOW SYSTEM.
9 8 7 6 5 4 3.3 3 2 1
W3
SIM.
WINDOW
REINSTALLATION LIMITS
A-311
A-311
W1 W2
WINDOW REINSTALLATION LIMITS WINDOW REINSTALLATION LIMITS
4.102
ELEVATION GENERAL NOTES:
1. VERIFY ALL EXISTING WINDOW FRAME SIZES AND PROVIDE ROUGH
OPENING SIZES AS REQUIRED.
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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A-201
EXTERIOR
ELEVATIONS
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
3/32" = 1'-0"2
NORTH EXTERIOR ELEVATION
03/30/20 B3 FINAL
3/32" = 1'-0"1
EAST EXTERIOR ELEVATION
3/32" = 1'-0"3
SOUTH EXTERIOR ELEVATION
KEYED NOTES
4.102 RE-CAULK EXISTING ALUMINUM FRAME WINDOW SYSTEM.
EXISTING TO REMAIN
9'-9" VERIFY IN FIELD
ALUMINUM FRAMED WINDOW SYSTEM
74'-8" VERIFY IN FIELD
SECOND FLOOR
EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
VERIFY IN FIELD
4'-5 1/2" 2 1/2"
/2
/2
REINSTALL EACH GLASS UNIT AND ALUMINUM FRAME IN ORIGINAL LOCATION.
A-311
A-311
A-311
A-311
SECOND FLOOR
/2
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ALUMINUM FRAMED WINDOW SYSTEM
79'-5" VERIFY IN FIELD
2 1/2"
VERIFY IN FIELD
4'-5 1/2" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
VERIFY IN FIELD
4'-8" 1"
REINSTALL EACH GLASS UNIT AND ALUMINUM FRAME IN ORIGINAL LOCATION.
A-311
A-311
A-311
A-311
SIM.
REINSTALL EACH GLASS UNIT AND
ALUMINUM FRAME IN ORIGINAL LOCATION.
SECOND FLOOR
/2
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ALUMINUM FRAMED WINDOW SYSTEM
14'-9" VERIFY IN FIELD
1"
VERIFY IN FIELD
4'-8" EQ. EQ.
A-311
A-311
A-311
OPP.
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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A-202
WINDOW
ELEVATIONS
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
03/30/20 B3 FINAL
1/4" = 1'-0"1
WINDOW ELEVATION W1
1/4" = 1'-0"2
WINDOW ELEVATION W2
1/4" = 1'-0"3
WINDOW ELEVATION W3
COL
COL
A-311
A-311
T.O. WINDOW
124'-10" VIF
B.O. WINDOW
119'-6" VIF
SECOND FLOOR
115'-9"
FIRST FLOOR
100'-0"
A-311
A-311
T.O. WINDOW
124'-10" VIF
B.O. WINDOW
119'-6" VIF
SECOND FLOOR
115'-9"
FIRST FLOOR
100'-0"
COL
EXISTING STRICTURE
EXISTING SUSPENDED CEILING
EXISTING STANDING SEAM METAL ROOF
OVER RIGID INSULATION ON
STRUCTURAL METAL DECK
EXISTING PREFINSHED
METAL GUTTER SYSTEM
EXISTING PREFINSHED
ALUMINUM FASCIA WITH DRIP
EDGE OVER EXTERIOR
GRADE GYPSUM SHEATHING
REMOVE, STORE AND
REINSTALL EXISTING
ALUMINUM FRAME
WINDOW SYSTEM
CONTINUOUS SEALANT
AND BACKER ROD BOTH
SIDES
INSTALL WOOD BLOCKING
AND SHIM AS REQUIRED
INSTALL NEW GYP. BD.
MATCH EXISTING FINISH
SEALANT
3/4"
EXISTING STRUCTURE
EXISTING STANDING SEAM METAL
ROOF OVER RIGID INSULATION
ON STRUCTURAL METAL DECK
REMOVE, STORE AND
REINSTALL EXISTING ALUMINUM
FRAME WINDOW SYSTEM
CONTINUOUS SEALANT AND
BACKER ROD BOTH SIDES
SHIM AS REQUIRED
INSTALL NEW GYP. BD.
MATCH EXISTING FINISH
SEALANT
NEW PREFINISHED METAL SILL FLASHING
WITH HEMMED EDGE, SET IN SEALANT -
MATCH EXISTING SET IN SEALANT
INSTALL NEW 2x BLOCKING
AND DOUBLE 3/4" PLYWOOD
SILL PLATES
QUARTZ WINDOW STOOL ON
3/4" PLYWOOD BACKING
NEW PREFINISHED METAL Z CLOSURE
WITH SEALANT TOP, BOTTOM AND SIDES.
INSTALL NEW BATT. INSULATION
INSTALL NEW EXTERIOR GRADE
GLASS MAT GYPSUM BOARD AS
REQUIRED
EXISTING BRICK VENEER
NEW PREFINISHED METAL SILL FLASHING
WITH UPTURNED LEG AT EACH END SET
IN SEALANT. SLOPE FLASHING AND
PROVIDE BLOCKING AS REQUIRED FOR
POSITIVE DRAINAGE.
REMOVE, STORE AND REINSTALL
EXISTING ALUMINUM FRAME
WINDOW SYSTEM
SHIM AS REQUIRED
SEALANT
QUARTZ WINDOW STOOL ON
3/4" PLYWOOD BACKING
EXISTING STRUCTURE
INSTALL NEW GYP. BD.
MATCH EXISTING FINISH
INSTALL NEW 2x BLOCKING
AND DOUBLE 3/4" PLYWOOD
SILL PLATES
3/4"
VERIFY IN FIELD
REINSTALL EXISTING MASONRY
SOLDIER COURSE
REMOVE, STORE AND REINSTALL
EXISTING ALUMINUM FRAME
WINDOW SYSTEM. CLEAN AND
PREP AS NECESSARY PRIOR TO
REINSTALLATION.
SEALANT
EXISTING ALUMINUM
FRAME WINDOW SYSTEM
EXISTING INTERIOR
PARTITION
EXISTING WALL
REMOVE, STORE AND
REINSTALL EXISTING
ALUMINUM FRAME
WINDOW SYSTEM
CONTINUOUS SEALANT
AND BACKER ROD BOTH
SIDES
INSTALL WOOD BLOCKING
AND SHIM AS REQUIRED
REPAIR/REPLACE EXISTING
GYP. BD.
Mead & Hunt, Inc.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
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A-311
WALL SECTIONS
3141900-191878.01
MAB
KSF
MARCH 30, 2020
THM
1/2" = 1'-0"1
WALL SECTION
1/2" = 1'-0"2
WALL SECTION
03/30/20 B3 FINAL
1 1/2" = 1'-0"3
WINDOW HEAD
1 1/2" = 1'-0"4
WINDOW SILL
1 1/2" = 1'-0"5
WINDOW SILL
3" = 1'-0"6
WINDOW JAMB
1 1/2" = 1'-0"7
WINDOW JAMB
| Sheets |
| A-001 - NOTES & SYMBOLS |
| A-102 - SECOND FLOOR PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - WINDOW ELEVATIONS |
| A-311 - WALL SECTIONS |
| AD102 - SECOND FLOOR DEMOLITION PLAN |
| G-001 - COVER SHEET |
File details come from the government source that posted it. Updated .