Drawings Repair Windows Bldg B6901.pdf

PDF 1001 KB Posted Aug 8, 2020

Attached to: Repair Windows Bldg 6901, Battle Creek
Solicitation number: W50S84-20-R-0005
Issued by: Department of the Army Michigan Army National Guard

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Battle Creek Access Form directions.pdf	PDF	Aug 8, 2020
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DEMO 10 JUNE 2011

DEMO 16 AUGUST 2014

D E

M O

A U

MAIN GATE CONTRACTOR GATE

W E S T G

SIGNSIGN

SIGN

WEST PROPERTY

WATER SERVICE

BACKFLOW

PREVENTION

TAXILANE - F

SOUTH RAMP

EAST APRON

TRANSIENT PAD

POWER

CHECK PAD

SOUND WALL

WEST RAMP

CLOSED

C C

ING

VI SIT

ING

VI SIT

ING

VI SIT

RESERVED

VISITOR

RESERVED

VISITOR

RESERVED

VISITOR

R E

V E

R E

V E

R E

V E

H A

N D

H A

N D

R E

V E

R E

V E

R E

V E

HANDICAP

CUSTO M ER

HANDICAP

CUSTO M ER

RESERVED

H A

N D

IC A

H A

N D

H A

N D

ISI T

O R

RESERVED

UTA 91

RESERVED

UTA 89

RESERVED

UTA 88

RESERVED

U T

RESERVED

8 7

8 5

8 4

8 3

RESERVED

UTA 18

RESERVED

UTA 17

RESERVED

UTA 16

RESERVED

UTA 15

RESERVED

R E

V E

R E

V E

R E

V E

R E

V E

R E

V E

RESERVED

8 0

RESERVED

8 1

RESERVED

8 2

ERV

5 0

ERV

5 1

ERV

5 2

ERV

A 53

ERV

5 4

ERV

A 55

ERV

A 56

ERV

A 57

ERV

5 9

ERV

6 0

ERV

7 4

ERV

7 4

RESERVED

UTA 45

RESERVED

UTA 44

RESERVED

UTA 71

RESERVED

UTA 73

R E

V E

R E

V E

R E

V E

R E

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

LOT A

LOT P

LOT C

L O

T D

LOT E

LOT E LOT E

LOT G

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.

S A

B R

E S

T R

E E

S P

A V

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

SENTRY DRIVE

MUSTANG AVE.

DICKMAN AVE.

S E

N T R

Y D

P H

A N

T O

M A

V E

S C

O R

N S

T R

E E

DER

LT AVE.

DER

CANBERRA

S K

N E D

DICKMAN AVE.

OUTSIDE

STORAGE

H A

Z M

A T

S T

O R

A G

VICINITY MAP

MICHIGAN

LANSING

CALHOUN

COUNTY

NORTH

BATTLE CREEK

SPRINGFIELD

BATTLE

CREEK ANGB

WK KELLOGG

AIRPORT

NORTH

LOCAL VICINITY MAP

BUILDING 6901

PROJECT LOCATION

NORTH

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

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 6901

BATTLE CREEK ANGB

BATTLE CREEK, MICHIGAN

MICHIGAN AIR NATIONAL GUARD

A N

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

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K M

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P A

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B U

G-001

COVER SHEET

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

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-301 BUILDING SECTIONS

A-501 DETAILS

SHEET INDEX

03/30/20 B3 FINAL

HATCH SYMBOLS

EARTHWORK

GRAVEL

PLASTER,

SAND, GROUT

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 ABOVE ARE FOR ARCHITECTURAL SHEETS ONLY.

NOT ALL ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT.

ABBREVIATIONS

LEGEND - PLAN SYMBOLS

ROOM NAME AND NUMBER

WALL TYPE

IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW 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

XXX

X' - X"

A100

A-101

SIM

A-101

SIM

XXX

A-101

EXISTING GRID LINES

NEW GRID LINES

LEVEL OR SPOT ELEVATIONS

STRUCTURAL DESIGN CRITERIA

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)

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:

DRAWN BY:

CHECKED BY:

ISSUED

P M

C R e v it L o c a l\

-1

-6

-A

-C E

N T

R A

L -2 m a rk .b ra it h w a it e .r v t

A N

N A

L G

U A

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B A

T T

L E

C R

E E

K A

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B B

A T

T L E

C R

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K M

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P A

O W

B U

A-001

NOTES & SYMBOLS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

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.)

A B C D E F G H I J K L M N O P

4.001

OPEN TO BELOW

TRANSLUCENT PANEL LIMITS

158'-6" VERIFY IN FIELD

TRANSLUCENT PANEL LIMITS

158'-6" VERIFY IN FIELD

4.002 4.002 4.002 4.002

4.0024.0024.0024.002

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:

DRAWN BY:

CHECKED BY:

ISSUED

M C

R e v it L o c a l\

-1

-6

-A

-C E

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L -2 m a rk .b ra it h w a it e .r v t

A N

N A

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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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K M

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P A

O W

B U

AD102

SECOND FLOOR

DEMOLITION PLAN

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

KEYED NOTES

4.001 REMOVE TRANSLUCENT WALL PANEL SYSTEM, FLASHING AND MOUNTING

HARDWARE INCLUDING STEEL CHANNEL.

4.002 REMOVE AND REINSTALL GUTTER DOWNSPOUTS AS REQUIRED FOR

INSTALLATION OF NEW TRANSLUCENT PANEL SYSTEM.

3/32" = 1'-0"1

SECOND FLOOR DEMOLITION PLAN

A B C D E F G H I J K L M N O P

A-201

4.101

OPEN TO BELOW

A-301

4.102

TRANSLUCENT PANEL LIMITS

158'-6" VERIFY IN FIELD

TRANSLUCENT PANEL LIMITS

158'-6" VERIFY IN FIELD

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:

DRAWN BY:

CHECKED BY:

ISSUED

M C

R e v it L o c a l\

-1

-6

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-C E

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L -2 m a rk .b ra it h w a it e .r v t

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C R

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B B

A T

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C R

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P A

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B U

A-102

SECOND FLOOR

PLAN

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

3/32" = 1'-0"1

SECOND FLOOR

KEYED NOTES

4.101 NEW FIBERGLASS SANDWICH PANEL SYSTEM (FGP-1) AND FLASHING.

4.102 PRIME AND PAINT ANY EXPOSED STEEL RESULTING FROM THE REMOVAL

OF THE EXISTING TRANSLUCENT WALL PANEL SYSTEM. MATCH EXISTING

COLOR AND FINISH.

ABCDEFGXHIJKLMNOP

A B C D E F G XH I J K L M N O P

4.101

A-501

FIBERGLASS SANDWICH PANEL SYSTEM LIMITS

158'-6" VERIFY IN FIELD

4.102

4.0024.0024.002

4.002

A-501

4.101

FIBERGLASS SANDWICH PANEL SYSTEM LIMITS

158'-6" VERIFY IN FIELD

4.102

4.0024.0024.0024.002

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:

DRAWN BY:

CHECKED BY:

ISSUED

M C

R e v it L o c a l\

-1

-6

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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

R E

P A

O W

B U

A-201

EXTERIOR

ELEVATIONS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1/8" = 1'-0"1

NORTH EXTERIOR ELEVATION

1/8" = 1'-0"2

SOUTH EXTERIOR ELEVATION

KEYED NOTES

4.002 REMOVE AND REINSTALL GUTTER DOWNSPOUTS AS REQUIRED FOR

INSTALLATION OF NEW TRANSLUCENT PANEL SYSTEM.

4.101 NEW FIBERGLASS SANDWICH PANEL SYSTEM (FGP-1) AND FLASHING.

4.102 PRIME AND PAINT ANY EXPOSED STEEL RESULTING FROM THE REMOVAL

OF THE EXISTING TRANSLUCENT WALL PANEL SYSTEM. MATCH EXISTING

A B C D E F G XH I J K L M N O P

1 2 3 4 5 6 7 8 9 10 11

4.101

4.102

A-301

OPP

SIM

A-501

4.101

4.102

B.O. PANEL

127'-0" V.I.F.

T.O. PANEL

136'-0" V.I.F.

FIRST FLOOR

100'-0'

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:

DRAWN BY:

CHECKED BY:

ISSUED

M C

R e v it L o c a l\

-1

-6

-A

-C E

N T

R A

L -2 m a rk .b ra it h w a it e .r v t

A N

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

R E

P A

O W

B U

A-301

BUILDING SECTIONS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1/8" = 1'-0"1

BUILDING SECTION

1/8" = 1'-0"2

BUILDING SECTION

3/8" = 1'-0"3

WALL SECTION

KEYED NOTES

4.101 NEW FIBERGLASS SANDWICH PANEL SYSTEM (FGP-1) AND FLASHING.

4.102 PRIME AND PAINT ANY EXPOSED STEEL RESULTING FROM THE REMOVAL

OF THE EXISTING TRANSLUCENT WALL PANEL SYSTEM. MATCH EXISTING

FIBERGLASS SANDWICH PANEL

SYSTEM ANCHOR (FGP-1) TO

STEEL STRUCTURE

NEW PREFINISHED METAL

SILL FLASHING WITH

UPTURNED LEG AT EACH END

SET IN SEALANT. SLOPE

FLASHING AND PROVIDE

BLOCKING AS REQUIRED FOR

POSITIVE DRAINAGE.

SEALANT AND BACKER ROD

PERIMETER OF THE TRANSLUCENT

PANEL SYSTEM (BOTH SIDES)

EXISTING INSULATED METAL

ROOF PANEL

EXISTING INSULATED METAL

WALL PANEL TO REMAIN.

INSTALL NEW FLASHING AT

TRANSLUCENT PANEL HEAD

CONDITION.

EXISTING GUTTER

TO REMAIN

EXISTING INSULATED

METAL WALL PANEL

EXISTING STRUCTURE

NOTE:

CONTRACTOR TO REMOVE EXISTING TRANSLUCENT WALL PANEL SYSTEM,

FLASHING AND MOUNTING HARDWARE INCLUDING STEEL BASE RECEPTOR

CHANNEL.

PREP, PRIME AND PAINT ANY EXPOSED STEEL RESULTING FROM THE

REMOVAL OF THE EXISTING TRANSLUCENT WALL PANEL SYSTEM. MATCH

EXISTING COLOR AND FINISH.

A-501

FIBERGLASS SANDWICH

PANEL SYSTEM (FGP-1)

SEALANT AND BACKER ROD

PERIMETER OF THE FIBERGLASS

SANDWICH PANEL SYSTEM PANEL

SYSTEM (BOTH SIDES)

EXISTING INSULATED

METAL WALL PANEL

EXISTING STRUCTURE

NOTE:

CONTRACTOR TO REMOVE EXISTING TRANSLUCENT WALL PANEL SYSTEM,

FLASHING AND MOUNTING HARDWARE INCLUDING STEEL BASE RECEPTOR

CHANNEL.

PREP, PRIME AND PAINT ANY EXPOSED STEEL RESULTING FROM THE

REMOVAL OF THE EXISTING TRANSLUCENT WALL PANEL SYSTEM. MATCH

EXISTING COLOR AND FINISH.

FIBERGLASS SANDWICH PANEL

SYSTEM ANCHOR (FGP-1) TO

STEEL STRUCTURE

SEALANT AND BACKER ROD

PERIMETER OF THE TRANSLUCENT

PANEL SYSTEM (BOTH SIDES)

EXISTING INSULATED METAL

WALL PANEL TO REMAIN.

INSTALL NEW FLASHING AT

TRANSLUCENT PANEL HEAD

CONDITION.

PREFINISHED METAL FLASHING

L D

V E

FIELD VERIFY

6 1/8"

FIBERGLASS SANDWICH PANEL

SYSTEM ANCHOR (FGP-1) TO

STEEL STRUCTURE

NEW PREFINISHED METAL

SILL FLASHING WITH

UPTURNED LEG AT EACH END

SET IN SEALANT. SLOPE

FLASHING AND PROVIDE

BLOCKING AS REQUIRED FOR

POSITIVE DRAINAGE.

EXISTING INSULATED

METAL WALL PANEL

SEALANT AND BACKER ROD

PERIMETER OF THE TRANSLUCENT

PANEL SYSTEM (BOTH SIDES)

FIELD VERIFY

8 3/4"

5 1/4" 3 1/2"

L D

V E

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:

DRAWN BY:

CHECKED BY:

ISSUED

M C

R e v it L o c a l\

-1

-6

-A

-C E

N T

R A

L -2 m a rk .b ra it h w a it e .r v t

A N

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

R E

P A

O W

B U

A-501

DETAILS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1 1/2" = 1'-0"1

TRANSLUCENT PANEL SECTION

1 1/2" = 1'-0"2

TRANSLUCENT PANEL JAMB

03/30/20 B3 FINAL

3" = 1'-0"3

TRANSLUCENT PANEL HEAD

3" = 1'-0"4

TRANSLUCENT PANEL SILL

Sheets

G-001 - COVER SHEET

A-001 - NOTES & SYMBOLS

AD102 - SECOND FLOOR DEMOLITION PLAN

A-102 - SECOND FLOOR PLAN

A-201 - EXTERIOR ELEVATIONS

A-301 - BUILDING SECTIONS

A-501 - DETAILS

File details come from the government source that posted it. Updated Aug 9, 2020.