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

E

HC

F

E

E

E

E

SOUND WALL

WEST RAMP

CLOSED

"P

C C

"P

C C

"A

C C

"P

C C

"A

C C

"P

C C

RE

C

RU

IT

ING

VI SIT

OR

S

ON

L

Y

RE

C

RU

IT

ING

VI SIT

OR

S

ON

L

Y

RE

C

RU

IT

ING

VI SIT

OR

S

ON

L

Y

RESERVED

VISITOR

RESERVED

VISITOR

RESERVED

VISITOR

R E

S

ER

V E

D

R E

S

ER

V E

D

R E

S

ER

V E

D

H A

N D

IC

A

P

H A

N D

IC

A

P

R E

S

ER

V E

D

R E

S

ER

V E

D

R E

S

ER

V E

D

HANDICAP

CUSTO M ER

HANDICAP

CUSTO M ER

CUSTO M ER

RESERVED

RESERVED

RESERVED

H A

N D

IC A

P

H A

N D

IC

A

P

H A

N D

IC

A

P

V

ISI T

O R

RESERVED

UTA 91

RESERVED

RESERVED

UTA 89

RESERVED

UTA 88

RESERVED

RESERVED

U T

A

U

U

U

RESERVED

RESERVED

RESERVED

8 7

8 5

8 4

8 3

RESERVED

RESERVED

UTA 18

RESERVED

UTA 17

RESERVED

UTA 16

RESERVED

UTA 15

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

R E

S

ER

V E

D

R E

S

ER

V E

D

R E

S

ER

V E

D

R E

S

ER

V E

D

2 R E

S

ER

V E

D

RESERVED

8 0

RESERVED

8 1

RESERVED

8 2

RE

S

ERV

E

D

5 0

RE

S

ERV

E

D

5 1

RE

S

ERV

E

D

5 2

RE

S

ERV

E

D

UT

A 53

RE

S

ERV

E

D

5 4

RE

S

ERV

E

D

UT

A 55

RE

S

ERV

E

D

UT

A 56

RE

S

ERV

E

D

UT

A 57

RE

S

ERV

E

D

5 9

RE

S

ERV

E

D

6 0

RE

S

ERV

E

D

7 4

RE

S

ERV

E

D

7 4

RESERVED

UTA 45

RESERVED

UTA 44

RESERVED

RESERVED

RESERVED

RESERVED

RESERVED

GO

RESERVED

RESERVED

RESERVED

UTA 71

RESERVED

RESERVED

UTA 73

R E

S

ER

V E

D

U

R E

S

ER

V E

D

U

E

S

ER

V E

D

U

E

S

ER

V E

D

R E

S

ER

V E

D

U

E

S

ER

V

R E

S

ER

V

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

R

IV

E

P H

A N

T O

M A

V E

S C

O R

P

IO

N S

T R

E E

T

TH

UN

DER

BO

LT AVE.

TH

UN

DER

BO

LT

A

VE

CANBERRA

S K

Y

LI

N E D

R

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

R D

B A

T T

L E

C R

E E

K A

N G

B B

A T

T L E

C R

E E

K M

IC

H

IG

A

N

R E

P A

IR

W

IN

D

O W

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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B A

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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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H

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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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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

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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"

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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 .