04_Architectural.pdf

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

SCS SOLID COMPOSITE SURFACE

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.

ABBREVIATIONS LEGEND - PLAN SYMBOLS

ROOM NAME AND NUMBER

WALL TYPE

IDENTIFICATION

KEYED NOTE IDENTIFICATION

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

FLOOR DRAIN

4.XXX

DETAIL SYMBOL

EXTERIOR ELEVATION

SYMBOL

WALL SECTION SYMBOL

INTERIOR ELEVATION

SYMBOL

BUILDING SECTION SYMBOL

FD

FIRE EXTINGUISHER - SURFACE MOUNT

FIRE EXTINGUISHER CABINET AND

FIRE EXTINGUISHER - SEMI-

RECESSED

1 HOUR FIRE RATED WALL

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

F.E.C.

F.E.

EXISTING GRID LINES

NEW GRID LINES

LEVEL OR SPOT ELEVATIONS

SECURITY WALLS

• STC-55 RATED

• SECURE ALL PENETRATIONS

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.)

SCIF GENERAL NOTES:

1. THE VAULT AREA IS CONSIDERED A SENSITIVE COMPARTMENTED

INFORMATION FACILITY. ALL NEW CONSTRUCTION AND RENOVATION TO THE

AREA INCLUDING WALL CONSTRUCTION, FIRE PROTECTION/DETECTION,

MECHANICAL/HVAC, ELECTRICAL, AND TECHNOLOGY SYSTEMS MUST

COMPLY WITH THE REQUIREMENTS PROVIDED IN UNIFIED FACILITY CRITERIA

4-010-05 SENSITIVE COMPARTMENTED INFORMATION FACILITY PLANNING,

DESIGN, AND CONSTRUCTION WITH CHANGE 1, 1 OCTOBER 2013, AND

REFERENCED IC TECH SPEC FOR ICD/ICS 705 TECHNICAL SPECIFICATIONS

FOR CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES, VERSION 1.2, DATED 23 APRIL 2012.

2. CONSTRUCTION, GENERAL: UFC 4-010-05 REQUIREMENTS HAVE BEEN

INCORPORATED INTO THE DESIGN DRAWINGS AND SPECIFICATIONS.

CHANGES TO THE SCOPE OF WORK PROVIDED IN THE CONTRACT

DOCUMENTS MAY INVALIDATE THE APPROVALS RECEIVED FOR THIS

CONSTRUCTION, AND COULD RESULT IN THE REMOVAL AND

RECONSTRUCTION OF FINISHED WORK. ANY PROPOSED DEVIATIONS FROM

THE CONTRACT DOCUMENTS MUST BE FULLY REVIEWED AND APPROVED BY

THE COR PRIOR TO IMPLEMENTATION.

3. ALL CONSTRUCTION MUST BE DONE IN SUCH A MANNER AS TO PROVIDE

VISUAL EVIDENCE OF UNAUTHORIZED PENETRATION. CONSTRUCTION MUST

BE COMPLETED IN A MANNER TO PROVIDE THE REQUIRED STC RATINGS FOR

SOUND CONTROL AT THE WALLS IDENTIFIED. THROUGH-WALL

PENETRATIONS OF PIPE, CONDUIT, AND DUCTWORK REQUIRE SPECIAL

CONSTRUCTION AND INSPECTION PROVISIONS WHICH HAVE BEEN

INCORPORATED INTO THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL SUBMIT A LIST OF ALL MATERIALS USED IN THE

CONSTRUCTION OF THE VAULT AREA, INCLUDING DIMENSIONAL EXTENTS OF

THE USE AND LOCATION(S) WHERE USED IN THE VAULT. THIS LIST SHALL BE

KEPT UP TO DATE DURING THE COURSE OF CONSTRUCTION AND SUBMITTED

TO THE COR AS PART OF THE CLOSE-OUT REQUIREMENTS AT THE END OF

CONSTRUCTION.

5. PHOTOGRAPHY REQUIREMENTS: THE CONTRACTOR IS NOT ALLOWED TO

HAVE PHOTOGRAPHIC OR RECORDING DEVICES IN THE VAULT AREA. 115 FW

CCZ PERSONNEL WILL BE TAKING PICTURES OF ON-GOING CONSTRUCTION

IN ORDER TO DOCUMENT THAT ALL SECURITY MEASURES ARE BEING MET.

THE COR SHALL BE NOTIFIED AT LEAST ONE WORKING DAY PRIOR TO KEY

CONSTRUCTION MILESTONES. KEY CONSTRUCTION MILESTONES INCLUDE

BUT ARE NOT LIMITED TO: WALL CONSTRUCTION, INCLUDING EACH OF

MULTIPLE LAYERS OF GYPSUM BOARD, FINISHING OF PENETRATIONS,

NON-CONDUCTIVE BREAKS OF PENETRATIONS, AND SOUND BATT

INSULATION INSTALLATIONS.

GENERAL NOTES:

1. CONTRACTOR SHALL CONSTRUCT IN CONFORMANCE WITH ALL AIR FORCE

GUIDELINES, MILITARY UFC’S, LOCAL CODES, ORDINANCES AND

PROCEDURES UNDER THE JURISDICTION OF TRUAX AIR NATIONAL GUARD

BASE.

2. ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITH THE CITY

OF MADISON, WI.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY

PROTECTION OF THE BUILDING FABRIC AND INTERIOR FROM INCLEMENT

WEATHER, AS IT RELATES TO THE WORK OUTLINED IN THESE DOCUMENTS.

4. DO NOT SCALE FROM DRAWINGS.

5. ALL DIMENSIONS ARE APPROXIMATE, ACTUAL FIELD-VERIFIED DIMENSIONS

SHALL BE OBTAINED BY GENERAL CONTRACTOR & SUB-CONTRACTORS

PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. FIELD

CONDITIONS WHICH DIFFER FROM THOSE INDICATED ON THE

CONSTRUCTION DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER AT THE TIME OF THEIR FINDING AND PRIOR TO

THE COMMENCEMENT OF SAID WORK.

6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE

ARCHITECTURAL AND STRUCTURAL WITH ALL OTHER BUILDING TRADES

THAT SHALL CORRELATE TO SUCH WORK IN ORDER TO ENSURE THAT THE

WORK DESIGNATED IS COMPLETED ON SCHEDULE.

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. REFER TO THE PROJECT MANUAL FOR ALL RELATED SPECIFICATIONS.

9. SEE STRUCTURAL DRAWINGS FOR FLOOR SLABS, MASONRY WALLS,

CONCRETE WORK, LINTELS, AND OTHER MISC STRUCTURAL ELEMENTS.

10. WHERE ANY CUTTING IS NECESSARY FOR RENOVATED LAYOUT OR

INSTALLATION OF MEP WORK, REFERENCE SPECIFICATION SECTION

"CUTTING & PATCHING."

12. ALL INTACT BUILDING MATERIALS DESIGNATED FOR REMOVAL SHALL BE

PRESENTED TO THE CONTRACTING OFFICER FOR FIRST OPTION TO

SALVAGE MATERIALS. IT SHALL BE AT THE CONTRACTORS DISCRETION, BUT

IS ENCOURAGED, TO RECYCLE THE REMAINING DEMOLISHED MATERIALS.

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-001

NOTES & SYMBOLS

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

05/04/17 TYPE B3

REF.

REF. REF.

REF.

REF.

A B C D E G H J K L M N P Q R S TF

158' - 5"

12' - 2 1/2" 15' - 9 1/2" 10' - 0" 14' - 2 1/2" 9' - 1 1/2" 4' - 1"

6"

6' - 1" 14' - 5" 6' - 1"

6"

4' - 1" 9' - 1 1/2" 14' - 2 1/2" 10' - 0" 15' - 9 1/2" 12' - 2 1/2"

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Q.1 S.1

19.5

4.004

4.004

4.004

4.004

4.003

4.0094.0094.0094.0094.0094.0094.0094.0094.009

4.004

4.003

4.004

4.003

4.0044.0044.0044.0044.004

4.003

4.003

4.008

4.0144.014

4.0074.007

24.1

4.0014.001

4.006

4.0064.006

4.006

4.018

4.018

4.018

4.018

4.018

4.011

4.012

4.003

4.016

4.016

4.017

4.018

4.018

4.018 4.018

4.019

4.0184.018

4.018

4.018

4.013 4.020

4.005

4.015

4.015

4.021

4.0224.022

4.023

4.009

4.023

4.024

4.025

4.0264.026

4.027

4.027

4.027

4.029

4.030

4.0304.030

4.030

4.032

4.031

4.033

4.031

4.031

4.030

4.030

4.0304.030

4.030

4.034

4.034

4.034

4.035

4.038

4.0344.034

4.027

4.011

4.011 4.011

4.011

4.011

4.042

DEMOLITION GENERAL NOTES:

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING AND SITE

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH ANY SCHEDULED DEMOLITION

WORK.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,

STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING WORK

WITH ALL SUBCONTRACTORS FOR DEMOLITION AND REPAIR WORK.

3. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE THE REMOVAL OF ALL

ITEMS WHICH INTERFERE WITH THE FINAL CONSTRUCTION AS SHOWN ON

THE FLOOR PLANS, ELEVATIONS, DETAILS, AND SCHEDULES. ALL FLOOR

FINISHES, TRIM, WALLS, CEILINGS, ABANDONED FURNITURE, WINDOW

TREATMENTS, SHELVING, CABINETRY, AND SIGNAGE SHALL BE DEMOLISHED

IN THEIR ENTIRETY.

4. REMOVE ALL ITEMS OF DEMOLITION WORK FROM THE PROJECT DAILY AND

DISPOSE OF PROPERLY.

5. TYPICAL WALL CONSTRUCTION TO BE DEMOLISHED IS METAL STUD,

AND GYP. BOARD THAT EXTENDS TO THE EXISTING STRUCTURE. USE

CAUTION TO PREVENT DAMAGE TO ADJACENT FINISHES TO REMAIN.

6. TYPICAL DOORS TO BE DEMOLISHED ARE WOOD & HOLLOW METAL WITH

HOLLOW METAL FRAMES AND SHALL BE REMOVED IN THEIR ENTIRETY

ALONG WITH RELATED HARDWARE AND TRIM COMPONENTS.

7. DEMOLISH 100% OF THE EXISTING MECHANICAL, ELECTRICAL AND PLUMBING

ITEMS AND/OR SYSTEMS, INCLUDING BUT NOT LIMITED TO GAS, AND WATER

METERS U.N.O. REF: MEP FOR ALL ITEMS TO BE REUSED, 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, TYPICAL.

8. DEMOLISH CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL NEW

PLUMBING SYSTEMS AND FLOOR DRAINS, REF: PLUMBING AND STRUCTURAL

DRAWINGS.

9. REPAIR OR REPLACE ANY EXISTING CONSTRUCTION (WALLS, DOORS,

FLOORS, ETC.) TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION.

REPLACEMENT MATERIAL SHALL MATCH IN KIND.

10. REMOVE EXISTING ACOUSTICAL TILE CEILINGS IN THEIR ENTIRETY

THROUGHOUT ENTIRE BUILDING.

11. REMOVE ALL FLOORING FINISH MATERIALS, INCLUDING CARPET, SHEET

VINYL, RUBBER TILES AND WALL BASE, THROUGHOUT ENTIRE BUILDING

UNLESS NOTED OTHERWISE. PREP FLOOR FOR INSTALLATION OF

NEW FINISHES PER MANUFACTORURES RECOMMENDATIONS.

12. REMOVE ALL EXISTING EXTERIOR WALL GLASS AND ALUMINUM WINDOW

FRAMES.

13. UNLESS NOTED OTHERWISE ALL INTERIOR WALLS SHALL BE SA3 WALL TYPE.

14. UNLESS NOTED OTHERWISE, ALL EXISTING EXTERIOR WALL CONSTRUCTION

CONSISTS OF PRECAST CONC. PANELS (4" THICK BELOW AND 6" THICK

ABOVE ELEVATION 108'-0" ) WITH 6" MTL STUD BACKUP WITH 5/8" GYP.

BOARD AND 6" BATT INSULATION.

15. REMOVE ALL GYPSUM BOARD, VAPOR BARRIER AND BATT INSULATION FROM

ALL EXISTING EXTERIOR STUD WALLS UNLESS OTHERWISE NOTED.

REPLACE WITH NEW R-19 BATT INSULATION, VAPOR BARRIER AND 5/8"

GYPSUM BOARD.

16. PROTECT EXISTING STEEL STRUCTURE TO REMAIN.

17. SEE SPECIFICATIONS SECTION 028213 FOR TYPE, QUANTITY AND LOCATION

OF HAZARDOUS MATERIALS TO BE REMOVED.

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.)

H L

4.036

4.037

4.040

4.039

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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AD101

DEMOLITION PLANS

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

KEYED NOTES

4.001 EXCEPT FOR MINIMUM WORK REQUIRED TO MAKE MECHANICAL

CONNECTIONS AND INSTALL LIGHTING AND SPRINKLER SYSTEM, CEILING IN

THIS AREA TO REMAIN AS IS. PATCH GYP. BOARD CEILING TO MATCH

EXISTING. PROTECT EXISTING CEILING TO REMAIN.

4.003 REMOVE EXISTING WINDOWS AND FRAME, PREP ROUGH OPENING FOR

INFILL.

4.004 REMOVE EXISTING WINDOWS, FRAME, AND WINDOW STOOL, PREP ROUGH

OPENING FOR REPLACEMENT ATFP WINDOW SYSTEM.

4.005 REMOVE EXISTING PRECAST CONC. WALL & STUD WALL FOR ACCESS TO

BUILDING ADDITIONS. PROVIDE ADEQUATE SHORING TO PREVENT DAMAGE

TO EXISTING WALL AND STRUCTURE.

4.006 EXISTING 8" CMU WITH GYP. BOARD FURRING WALLS TO REMAIN.

4.007 PROTECT ALL CASEWORK TO REMAIN.

4.008 REMOVE AND SALVAGE EXISTING MAIL BOX FOR REINSTALLATION IN

CURRENT LOCATION.

4.009 EXISTING LOCKERS & BENCHES TO BE DEMOLISHED.

4.011 REMOVE MONITORS AND EQUIPMENT, TURN OVER TO GOVERNMENT FOR

STORAGE UNTIL REINSTALLATION IN NEW ROOMS BY CONTRACTOR.

4.012 REMOVE AND SALVAGE DISPLAY CASE FOR REINSTALLATION.

4.013 REMOVE WALL FOR NEW DOOR.

4.014 EXISTING PILOT LOCKERS TO REMAIN. PROTECT DURING CONSTRUCTION.

4.015 CUT NEW OPENINGS INTO EXISTING PRECAST CONCRETE WALL PANEL AND

STUD WALL BACKUP AND PREP FOR NEW DOOR.

4.016 REMOVE EXISTING PRECAST CONCRETE WALL PANELS AND STUD WALL

BACKUP. KNOCK DOWN TOP OF FOUNDATION WALL MIN. 8" BELOW FLOOR

LINE.

4.017 REMOVE STOOP AND KNOCK DOWN TOP OF FOUNDATION WALL MIN. 8"

BELOW FLOOR LINE. PREP FOR INSTALLATION OF NEW DOOR.

4.018 REMOVE CASEWORK.

4.019 REMOVE AND RELOCATE WASHER/DRIER COMBO. CAP PLUMBING.

4.020 REMOVE EXISTING PRECAST CONCRETE WALL PANEL

4.021 REMOVE AND SALVAGE WOOD COUNTERTOP AND BAR CABINETS FOR

REINSTALLATION IN SAME LOCATION

4.022 MOVABLE SHELVING TO BE REMOVED BY GOVT.

4.023 REMOVE SHOWER

4.024 REMOVE CERAMIC TILE FROM WALLS AND FLOOR IN TOILET ROOMS

4.025 REMOVE AND SALVAGE WOOD COUNTERTOP AND CABINETS FOR

REINSTALLATION IN NEW LOCATION

4.026 REMOVE CONCRETE FLOOR AND PREVIOUSLY FILLED IN FLOOR TO

ACCOMMODATE NEW STEPPED FLOOR, PER STRUCTURAL

4.027 REMOVE EXISTING COPING AT BUILDING ADDITION

4.029 REMOVE AND SALVAGE DEBRIEF WORKSTATION FOR REINSTALLATION IN

SAME LOCATION

4.030 REMOVE WALL PANELS

4.031 REMOVE FABRIC BANDING OVER WOOD PANELING

4.032 REMOVE WOOD COUNTERTOP, SALVAGE AND USE AS TEMPLATE FOR NEW

SOLID SURFACE COUNTERTOP.

4.033 REMOVE FABRIC BANDING FROM PEDESTAL

4.034 REMOVE CERAMIC TILE

4.035 REMOVE FULL HEIGHT MIRRORS

4.036 REMOVE WOOD PERIMETER BANDING TRIM

4.037 REMOVE CLERESTORY WINDOWS, TYP

4.038 REMOVE ENTRY MAT SYSTEM

4.039 REMOVE OVERHEAD CEILING TILES AND GRIDS, TYP.

4.040 REMOVE FAUX GYP BEAMS, COMPLETE, TYP.

4.042 EXISTING LOCKERS TO BE DEMOLISHED.

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"2

REFLECTIVE CEILING

DEMOLITION PLAN AT CLERESTORY

UP

F.E.

F.E.

F.E.

REF.

D W

R E

F

DW

REF.

FLOOR PLAN GENERAL NOTES:

1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN =

ELEVATION 100'-0" ON ARCHITECTURAL &STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM

WALLBOARD), UNLESS NOTED OTHERWISE.

3. PATCH AND REPAIR EXISTING CONSTRUCTION (WALLS, DOORS,

CEILINGS, FLOORS, ETC.) AS REQUIRED FROM DEMOLITION OR

CONSTRUCTION TO ALLOW FOR NEW OR COMPLETION OF EXISTING

FINISHES. REPAIRS OR REPLACEMENTS MUST BE DURABLE, SEAMLESS,

AND MATCH THE EXISTING MATERIAL.

5. REFERENCE SHEET A-702 FOR FURNITURE/EQUIPMENT PLANS.

COORDINATE THE INSTALLATION OF ALL APPLIANCES AND GOVERNMENT

SUPPLIED EQUIPMENT.

6. INSTALL WOOD BLOCKING REINFORCEMENT AT ALL CASEWORK AND

GOVERNMENT SUPPLIED EQUIPMENT.

7. EXISTING AND INFILL CONCRETE SUB-FLOOR SHALL BE MADE LEVEL,

PLUMB AND IN SOUND CONDITION AS REQUIRED FOR THE INSTALLATION

OF FINAL FLOOR FINISHES, TYPICAL. GRIND EXISTING FLOOR TO ACHIEVE

A SMOOTH WORKABLE SURFACE AS REQUIRED.

8. PROVIDE AND INSTALL NEW R-19 BATT INSULATION, VAPOR BARRIER AND 5\8

GYP BOARD ON ALL EXISTING EXTERIOR WALLS UNLNESS NOTED

OTHERWISE.

9. ALL INTERIOR STUD WALLS SHALL BE SA3 UNLESS OTHERWISE NOTED.

10. PROVIDE VAPOR BARRIER AT EXTERIOR SIDE OF ALL WALLS OF ROOMS 107

AND 129.

A B C D E G H J K L M N P Q R S TF

A-301

A-201

A-201

A-2014

A-201 2

A-301

CCA

OSS

COMMANDER

OPERATIONS

GROUP

COMMANDER

FIGHTER

SQUADRON

COMMANDER

VEST

HALLWAY

DIRECTOR OF

OPERATIONS

AIRFIELD

MANAGEMENT

AFMT NCOIC

OPERATIONS

CHIEF

STAN EVAL154

CONFERENCE

ROOM

AFE NCOIC

MEN'S TOILET/

LOCKER ROOM

AIRCREW FLIGHT

EQUIPMENT

SOF

SIMULATOR

SUPPORT

OFFICE

SCHEDULING

STORAGE

FLIGHT

COMMANDERS

ARMS

ARMS NCOIC

SECURED VEST

MX DEBRIEF

COMM/

COMPUTER

STORAGE

WEAPONS

ACMI

CLASSROOM

INTEL VAULT

INTEL

INTEL NCOIC

INTEL OIC

BRIEFING

ROOM 3

BRIEFING

ROOM 1

BRIEFING

ROOM 2

BRIEFING

ROOM 4

LIBRARY

STORAGE

BREAK

ROOM

ISSO & SSR

MISSION

PLANNING

OPEN

OFFICE

PM/PSM

SECURE

VAULT

VEST

LOBBY

MAIN

BRIEFING

ROOM

KITCHEN/

VENDING

BREAK ROOM

VEST

HALLWAY

STORAGE

AFE

INSPECTION

ROOM

COMM

ELEC

AFE

STORAGE

MECH

ELEC

FIRE

ALARM

CORR

JANITOR

WOMEN'S TOILET/

LOCKER ROOM

AFE

SUPERINTENDENT,

FEO158

NVG

COPY ROOM

SIMULATOR

HALLWAY

VEST

HALLWAY

VEST

HALLWAY

158' - 5"

12' - 2 1/2" 15' - 9 1/2" 10' - 0" 14' - 2 1/2" 9' - 1 1/2" 4' - 1"

6"

6' - 1" 14' - 5" 6' - 1"

6"

4' - 1" 9' - 1 1/2" 14' - 2 1/2"

1' - 2 1/2"

8' - 9 1/2" 15' - 9 1/2" 6" 11' - 8 1/2"

/2

/2

/2

/2

/2

/2

/2

/2

/2

/2

A-201

A-311

2' - 0"

61' - 4" 10 1/2"

Q.1 S.1

19.5

/2

12' - 1 1/2" 12' - 11 5/8"

22' - 8" 7' - 0"

/2

2' - 3" 14' - 5 3/4" 10' - 1"

3' - 4" 20' - 0" 4' - 0"

W12

3B

3A

166B

6A

9B

148B 148A

155A

B

161A

A

B

168A

A

129B

A

159B

A

A

B

169A 169B

167B

167A

SC3

14' - 0" 14' - 0" 10' - 6 3/4"

/2

/2

/2

SA3

SA3

SA3

SC6

SC3

SC3SC3

SA3

SA3

SA3

SA3

SA3

13' - 6" 14' - 6" 15' - 4"

8' - 10" 26' - 5" 2' - 3"

A-401

A-401

1' - 6" 7' - 0" 14' - 11"

12' - 6" 9' - 6"

SA3

SA3

SA3

SA3

13' - 3 1/2" 12' - 7 3/4"

SA3

SA3

SA3

FC3

FC3

A-402

SA3

SA3SC3

SA6

SA3

W7

W6 W8

W9 W10

W13

A-301

A-301

A-301

A-402

A-301

A-301

SA3 SA3

SA3

A-301

1' - 8"

4' - 0" A-501

A-501

SA3SA3

SA3

SA3

SA3

SA3

SA3

SA6

SA3

SC3

SA3

SA3

SC3

SC3

SC3

SC6

SC3

SC3

SC6

112"

SA3

SA3

SA3

SA3

SA6

SA3

SA3

SA3 SA6

FC3

SA3

SA3

FC3 SA3

SA3

SA3 SA3

SA3SA3

MA8

MA8

6" 1' - 4"

4' - 3" 4' - 6" 4' - 6" 7' - 6" 5' - 6"

24.1

103A103B

SA3

SC3

166C 166D

TRAINING

OFFICER

W2

W4W3

W1

4.101

A-501

A-501

A-501

A-501

FC1

FC3

4.110

SA3SA3

SA3

A-403

14' - 6" 3' - 3"

3 1/4"

9 1/2"

4.102

4.1024.102

4.105

4.1034.103

4.102

4.102

A-402

4.108

DASH DOT LINE

REPRESENTS

PERIMETER OF

SECURE AREA AND

STC-55 SEPARATION

AND TREATMENT TYP.

ALL - SEE A-001 FOR

SECURE ZONES

4.104

4.104

4.104

4.107

4.107

12' - 2"

4.104

4.104

4.104

4.109

4.105

4.106

/2

B

4.117

4.116

4.105

4.118

4.118

4.1134.113

4.113

4.113

4.113 4.119

4.118

4.118

A-621

4.120

A-501

A-402

A-402

A-40223

1' - 0"

WOMENS

ENTRY

4.121

4.122

9A

A-301

A-301

4.1264.126

4.126

4.126 4.127

A-403

A -4

A-403 13

A-501

A-501

A-501

A-501

2' - 1"

SA3

48"

4.1294.129

4.129

4.129

4.130

A-403 11

/4

8' - 11"

SC3

112"

7' - 0"

A-403 10

166E

166C

STORAGE

166B

STORAGE

166A

STORAGE

B

4.104 4.104

A-403 12

A-403

A-40320

SC3

/2

4.117

± 14' - 2 3/8" 1' - 8"

11' - 4 1/2" 3' - 6" 6' - 0"

4.121

4.134

FEC

4.122

TYP.

A-40223

TYP.

A-40223

TYP.

A-40223

TYP.

FEC

4.121

4.135

FEC

FEC

W5

ABOVE

FECAED

14' - 0" 14' - 0"

4.113 4.113

4.136 4.136

4.136 4.136

4.1364.1364.136 4.136

/4

/2

SA3

SA6

1' - 10"

8' - 1 1/2"

E Q

E

Q

4' - 0"

4.103

4.109

4.138

FA1FA1

FA1FA1

FA78

BELOW

4.129

A-141

A-141

AT ALL FA1

WALLS THIS

ROOM

LEGEND - PLAN SYMBOLS

NEW DOOR

SECURITY WALLS

• STC-55 RATED

• SECURE ALL PENETRATIONS

STUD WALLS

EXISTING WALLS

CMU WALLS

EXISTING DOOR

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.

/4

/2

:1

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C R e v it L o c a l\

-1

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-A -C e n tr a l-

N a te

D e

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rv t

W

IS

C O

N S

IN

A

IR

N

A T

IO

N

A L G

U A

R D

T R

U A

X F

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L D

A N

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M A

D

IS

O N

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I

A D

A L B

A-101

FIRST FLOOR PLAN

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

KEYED NOTES

4.101 REINSTALL SALVAGED MAIL BOX.

4.102 NEW EIFS INFILL. - SEE DETAILS 21,22,23/A501

4.103 EXISTING CASEWORK TO REMAIN.

4.104 CENTER WALL ON COLUMN GRID.

4.105 ALIGN WALL WITH EXISTING WALL. PATCH FOR SMOOTH TRANSITION

4.106 REINSTALL SALVAGED DISPLAY CASE

4.107 DIMENSIONS ARE TO THE STRUCTURAL CMU

4.108 PATCH GYPSUM WALL BOARD AT DEMO'D WALL EDGE.

4.109 REINSTALL EXISTING SALVAGED CASEWORK

4.110 PROVIDE ADDITIONAL LAYER OF 5/8" GYPSUM BOARD TO MATCH WALL

PLANE OF NEW WALL.

4.113 MECHANICAL EQUIPMENT, SEE MECHANICAL PLANS

4.116 RELOCATED WASHER/DRIER COMBO

4.117 UTILITY SINK

4.118 CONCRETE STOOP, SEE STRUCTURAL DRAWINGS

4.119 EXISTING ELECTRICAL TRANSFORMER, SEE ELECTRICAL DRAWINGS

4.120 CONCRETE SLAB AT DEMO'D VESTIBULE AREA

4.121 INFILL FLOOR SLAB LEVEL WITH ADJACENT FLOOR AT EXISTING ENTRANCE

MAT LOCATIONS.

4.122 STAINLESS STEEL (SS-3) BAR TOP, 42" HIGH, 8'-0" LONG, 2'-0" WIDE NARROW

END, 3'-4" WIDE THICKER END WITH PAINTED STEEL FRAME AND LEGS. TOP

TO HAVE 1 1/2" APRON ENTIRE PERIMETER. 2 LEGS TO BE 3" DIA.

STAINLESS STEEL TUBING WITH BASE PLATE BOLTED TO FLOOR WITH 3-3/8"

ST. ST. ANCHORS. COVER BASE PLATES WITH ST. ST. ESCUTCHEON.

4.126 BEARING STUD WALLS DESIGNED TO SUPPORT 300LB/FT WITH BOXED

HEADERS AS SHOWN IN DETAIL 24/A-501

4.127 INFILL WALL AT DEMO'D RECESSED CUH, EFIS TO MATCH ADJACENT

PRECAST.

4.129 WORKSTATION COUNTERTOP, SEE DETAIL 16/A-404

4.130 REINSTALL DEBRIEF WORKSTATION

4.134 PROVIDE PAINT COATING TO EXISTING STAIR SYSTEM

4.135 WRAP COLUMNS ON COLUMN LINE S-1 WITH GYPSUM BOARD

4.136 SIMULATOR EQUIPMENT, BY OTHERS

4.138 SOLID SURFACE COUNTERTOP, USE EXISTING AS TEMPLATE.

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"1

FIRST FLOOR PLAN

A B C D E G H J K L M N P Q R S TF

A-301

A-301

A-311

Q.1 S.1

19.5

A-301

A-301

A-301

A-301

A-301

24.1

4.151

4.219

4.151

/4

M

IN

S L O

P E

/4

M

IN

S L O

P E

/4

M

IN

S L O

P E

/4

M

IN

S L O

P E

4.1514.151

4.1544.154

4.1564.156

4.219

4.152

4.152 4.157

4.159

A-501

A-501

A-501

4.160

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.161

4.160

4.160

4.161

4.161

4.161

4.160

ROOF PLAN LEGEND:

ROOF DRAIN WITH DUMP (OVERFLOW DRAIN AT

LOCATIONS WHERE 2 ARE SHOWN)

INDICATES DIRECTION OF ROOF DRAINAGE

VENT THROUGH ROOF ###

VT

ROOF MEMBRANE SYSTEM

EPDM FLASHING AND

SEALANTS

FLEXIBLE FLASHING

BOOT BY ROOF

MANUFACTURER

STAINLESS STEEL

ADJUSTABLE BOOT

CLAMP (CUT OFF

EXCESS)

CONTINUOUS SEALANT

NOTE:

COORDINATE LOCATION, SIZE AND QUANTITY WITH

MECHANICAL AND ELECTRICAL CONTRACTOR.

1/2" TO 6"

M

IN

IM

U

M

ROOF TOP EQUIPMENT

(SEE MECHANICAL)

CUT 2 x 4 & 2 x 12 FOR FLUSH

AND LEVEL FIT

24 GA. GALV. EQUIPMENT

FLASHING PAN

EPDM FLASHING, EXTEND

4'-0" MIN. BEYOND CURB

EPDM MEMBRANE FLASHING

ROOFING SUBSTRUCTURE

20 GA. GALVANIZED METAL

DECK CLOSURE (TYPICAL 4 SIDES)

OPENING FRAMING.

SEE STRUCTURAL

EPDM ROOFING SYSTEM

NOTES:

1. COORDINATE LOCATION, SIZE AND QUANTITY

WITH MECHANICAL AND ELECTRICAL CONTRACTOR.

2. CURBS FOR ROOFTOP MECH. EQUIP. SUPPLIED BY MECHANICAL

CONTRACTOR (UNLESS NOTED OTHERWISE).

M

IN

ROOF PLAN GENERAL NOTES:

1. UNIFORMLY SLOPE TAPERED INSULATION MINIMUM 1/4" IN HEIGHT PER 1'-0"

HORIZONTALLY (OR AS REQUIRED BY CODE) AT LEVEL ROOF AREAS.

UNLESS NOTED OTHERWISE

2. COORDINATE LOCATION AND SIZE OF ALL OPENINGS THOUGHT ROOF WITH

MECHANICAL CONTRACTOR. PROVIDE APPROPRIATE FLASHING AS

REQUIRED TO MAKE PENETRATION WATER TIGHT.

3. PROVIDE ROOF INSULATION SADDLES AT ANY ROOF INTERFERENCES SLOPE

ON SADDLE TO BE 1/2" IN HEIGHT PER 1'-0" HORIZONTALLY.

4. TAPERED ROOF INSULATION SLOPE TO BE MINIMUM 1/4" PER FOOT.

5. SEE MECHANICAL & PLUNGING DEMOLITION PLANS. GENERAL CONTRACTOR

TO REPAIR/PATCH ROOFING SYSTEM AT DEMOLISHED MECHANICAL AND

PLUMBING ITEMS.

6. PATCH ROOF AT ANY REMOVED EQUIPMENT FOR A WATERTIGHT SYSTEM,

TYPICAL.

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.

/4

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A T

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U A

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T R

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A L B

A-102

ROOF PLAN

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"1

ROOF PLAN

12" = 1'-0"2

TYPICAL PIPE PENETRATION

1 1/2" = 1'-0"3

MECHANICAL CURB

KEYED NOTES

4.151 EPDM ROOFING SYSTEM

4.152 PREFINISHED ALUMINUM METAL COPING TO MATCH EXISTING, TIE INTO

EXISTING SEAMLESSLY

4.154 EXISTING ROOFING TO REMAIN INTACT TYPICAL

4.156 MODIFY ROOF AS REQUIRED AT NEW AHU STRUCTURE

4.157 REMOVE EXISTING SCUPPER AND REUSE PATCH ROOFING TO BE WATER

TIGHT

4.159 CUT NEW SCUPPER INTO EXISTING CONCRETE WALL PANEL AND COPING.

REUSE EXISTING SCUPPER REMOVED AT NEW BUILDING ADDITIONS. PATCH

INTO EXISTING ROOFING AND METAL COPING MAKE WATER TIGHT.

4.160 MECHANICAL ROOFTOP EQUIPMENT, SEE MECHANICAL

4.161 INSTALL METAL DECK, INSULATION, AND PATCH ROOF SYSTEM AT

REMOVED MECHANICAL EQUIPMENT. CONTRACTOR SHALL COORDINATE

ROOF REPAIR IN A MANNER THAT WILL MAINTAIN EXISTING ROOF

WARRANTY.

4.219 ROOF OVERFLOW COWS TONGUE SCUPPER, SEE PLUMBING DRAWINGS.

PARTITION GENERAL NOTES:

A. PARTITIONS SHALL BE TYPE "SA3" UNLESS OTHERWISE NOTED.

B. ALL ELEMENTS OF PARTITIONS SHALL EXTEND TO ROOF OR

FLOOR DECK ABOVE AND ALL JOINTS AND PENETRATIONS SHALL BE FILLED

AND SEALED.

C. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS.

REFER TO PRODUCT MANUFACTURERS' SPECIFICATIONS AND

REQUIREMENTS FOR APPLICABLE TESTING AGENCIES FOR SPECIFICS OF

PARTITION CONSTRUCTION.

D. PARTITION FRAMING REQUIREMENTS SHOWN ARE CONSIDERED MINIMUM

STANDARDS. WHERE CONDITIONS OF THE WORK CAUSE PARTITION(S) TO

EXCEED LIMITS RECOMMENDED BY MANUFACTURER, REINFORCE

PARTITION(S).

E. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE NOMINAL

FINISH FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE.

F. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING

OF WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.

REFERENCE SHEET A-702 FOR EQUIPMENT LOCATIONS.

G. FIRE RATED PARTITIONS: GA AND UL TEST NUMBERS MAY VARY

DEPENDING ON THE MANUFACTURER OF COMPONENTS ACTUALLY USED.

H. PROVIDE 5/8" TYPE "X" GYPSUM BOARD (UNLESS NOTED OTHERWISE)

I. PROVIDE TILE BACKER BOARD AT SHOWER AREAS AND AT OTHER WET

AREAS THAT ARE SCHEDULED IN ROOM FINISH SCHEDULE TO RECEIVE

CERAMIC TILE FINISH.

J. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD

SHALL CONFORM TO REQUIREMENTS FOR ACOUSTICAL RATINGS.

K . WHERE PARTITIONS AND/OR FURRING MEET, MAINTAIN A FLUSH SURFACE

ON THE SIDE WHERE THE FINISH IS STRAIGHT OR CONTINUOUS

UNLESS OTHERWISE NOTED.

F O

R H

E

IG

H T

R E

F E

R T

O S

U B

S C

R

IP

T

UNDERSIDE

OF FLOOR

OR ROOF

DECKING

CEILING

HEIGHT

FLOOR

LINE

EXTEND TOTAL

PARTITION TO

STRUCTURE

NO SUBSCRIPT

PARTITION HEIGHT IN

INCHES AS NOTED,

SEE ABOVE DETAIL

FOR OTHER

REQUIREMENTS

SUBSCRIPT (XX")

PARTITION TYPE SYMBOL AND SUBSCRIPT DEFINITIONS:

SA3 SA3

42"

A-141

A-141

ACOUSTIC INSULATION

FULL HEIGHT OF

CAVITY UNLESS NOTED

BY SUBSCRIPT "N"

SEE PLAN FOR

PARTITION TYPE

REFER TO

DRAWINGS FOR

BASE TYPE AND

LOCATION

SEALANT, ACOUSTIC

SEALANT WHERE

WALL TYPE

INDICATES

/4

/2

SEE PLAN FOR

PARTITION TYPES

BOTTOM OF STRUCTURE

SEALANT

ONE LAYER 5/8"

TYPE X GYPSUM

BOARD (U.N.O.)

INSULATION

METAL STUD AT

16" O.C. (U.N.O.)

WALL WIDTH

"SA" SERIES

PTN

TYPE

STUD

WIDTH

WALL

WIDTH NOTES

SA2 2 1/2" 3 3/4"

SA3 3 5/8" 4 7/8"

SA4 4" 5 1/4"

SA6 6" 7 1/4"

SA8 8" 9 1/4"

TWO LAYERS 5/8"

TYPE X GYPSUM

BOARD (U.N.O.)

SOUND BATT

INSULATION

METAL STUD AT

16" O.C. (U.N.O.)

WALL WIDTH

"SC" SERIES

PTN

TYPE

STUD

WIDTH

WALL

WIDTH NOTES

SC2 2 1/2" 5"

SC3 3 5/8" 6 1/8"

SC4 4" 6 1/2"

SC6 6" 8 1/2"

SC8 8" 10 1/2"

ONE LAYER 5/8"

TYPE X GYPSUM

BOARD (U.N.O.)

FURRING

AT 16" O.C.

"FA" SERIES

PTN

TYPE

STUD

WIDTH

WALL

WIDTH NOTES

FA3 3" 3 5/8"

FA78 7/8" 1 1/2"

FA1 1" 1 5/8"

FA15 1 1/2" 2 1/8"

FA2 2" 2 5/8"

HAT CHANNEL

Z-FURRING

Z-FURRING

Z-FURRING

Z-FURRING

TWO LAYERS 5/8"

TYPE X GYPSUM

BOARD (U.N.O.)

FURRING

AT 16" O.C.

"FB" SERIES

PTN

TYPE

STUD

WIDTH

WALL

WIDTH NOTES

FB3 3" 4 1/4"

FB78 7/8" 2 1/8"

FB1 1" 2 1/4"

FB15 1 1/2" 2 3/4"

FB2 2" 3 1/4"

HAT CHANNEL

Z-FURRING

Z-FURRING

Z-FURRING

Z-FURRING

WALL WIDTHWALL WIDTH

SUBSTRATE SUBSTRATE

ONE LAYER 5/8"

TYPE X GYPSUM

BOARD (U.N.O.)

INSULATION

METAL STUD AT

16" O.C.

"FC" SERIES

PTN

TYPE

STUD

WIDTH

WALL

WIDTH NOTES

FC2 2 1/2" 3 1/8"

FC3 3 5/8" 4 1/4"

FC4 4" 4 5/8"

FC6 6" 6 5/8"

FC8 8" 8 5/8"

INSULATIONINSULATION

CONCRETE

MASONRY UNIT

"MA" SERIES

PTN

TYPE

CMU

WIDTH

WALL

WIDTH NOTES

MA0 9 5/8" 10"

MA4 3 5/8" 4"

MA6 5 5/8" 6"

MA8 7 5/8" 8"

MA2 11 5/8" 12"

MA14 13 5/8" 14"

MA16 15 5/8" 16"

FC1 1 5/8" 2 1/4"

STC-55 - SA-8000421

STC-55 - SA-8000421

STC-55 - SA-8000421

STC-55 - SA-8000421

STC-55 - SA-8000421

SEE PLAN FOR

PARTITION TYPE

TYPICAL

51 mm

ADACENT

WALL

SWING DOOR -

REF SCHEDULE

DRAIN W/

CLAMP RING -

REF PLUMBING

DWGS

TILE OVER THIN

SET

WATERPROOF

SEALANT EDGE

SLOPED

CONCRETE

SLAB ON

GRADE

EXISTING SUB BASE

WATERPROOF

SEALANT EDGE

PEA GRAVEL

GROUT MIXTURE -

PROTECT WEEPS

TILE BACKER GWB

OVER METAL STUD

RAMP FLOOR TO CREATE HIGH

HIGH POINT AT EDGE OF

CHANGE AREA OPENING INSTALL THIN

SET

WATERPROOF

MEMBRANE -

EXTEND TO

SHOWER HEAD

ALL WALLS

THIN SET

WATERPROOF

MEMBRANE

THIN SET

WATERPROOF

MEMBRANE -

ACROSS

ENTIRE

SHOWER

FLOOR AREA

SLOPE FLOOR 1/4" : 1'-0" 8" TYP

3/8" TYP

TILE FLOOR

OVER THIN SET

WATERPROOF

MEMBRANE

TILE OVER THIN

SET MORTAR

ALUM TILE

COVE

EXISTING SUB BASE

SLOPED CONCRETE

SLAB ON GRADE

7/8"

S C

F

A

NEW CONCRETE STEPPED

FLOOR, SEE DETAILS 5/S-511

AND 6/S-511

1 1/2"

F A

F

A

NEW CONCRETE STEPPED

FLOOR, SEE DETAILS 5/S-511

AND 6/S-511

EXISTING FOUNATION WALL

EXISTING WALL SYSTEM:

• 6" PRECAST PANEL

• 1/2" SHEATHING

• 6" METAL STUDS

1"

VERT. FURRING

HORZ. FURRING

SPRAY FOAM INSULATION

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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PARTITION TYPES

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

3" = 1'-0"1

GYP WALL BASE

3" = 1'-0"2

PARTITION HEAD

NO SCALE

PARTITION TYPES

1/2" = 1'-0"3

TYPICAL

DOOR/FRAME LOCATION

05/04/17 TYPE B3

6" = 1'-0"4

SHOWER FLOOR DETAIL

1 1/2" = 1'-0"5

FURRING DETAIL

1 1/2" = 1'-0"6

FURRING DETAIL

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

A-301

A-301

4.201

4.204

W2 W1

W13

W5

4.206

4.2044.2074.207 4.2054.202

4.214

NEW ADDITION

4.204

4.210 4.210

4.212

4.202

4.202

4.204

4.204

4.210

4.212

TYP.

4.207

A-501

10' - 0" 10' - 0" 10' - 0" 10' - 0" 11' - 10"

4.220

TYP. OF 5

4.210 4.210 4.210

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-311

A-301

W6

4.201

4.204 4.204

4.2044.204

NEW SIMULATOR ADDITION

A-301

4.208

4.206

4.212

4.215 4.2104.218

4.214

4.210

4.204

4.204 4.202

4.204

4.219

EQ 10' - 0" 10' - 0" EQ

4.220

TYP. OF 2

ALIGN TO EXIST.

4.202

A-301

A-301

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

A-301

A-301

W10 W9

4.204

4.204

4.201

W8 W7W7

NEW ADDITION EXISTING BUILDING NEW ADDITION

4.2044.2044.2064.203 4.207 4.206

4.214

4.212

TYP.

4.2154.2084.2044.204

4.2104.210

4.2044.215 4.2164.217

4.213

4.212

4.210

TYP.

TYP.

4.219

A-501

11' - 10" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

4.220

TYP. OF 5

4.220

TYP. OF 3

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-311

A-301

4.204

4.204

4.204 4.203

W11

NEW ADDITION

A-301

4.207 4.207 4.2084.2084.209 4.207

W12

4.202

4.210

4.210

4.212

TYP.

4.211

4.210

TYP.

4.205 4.213

4.201 4.214

4.215 4.216

4.219

EQ 10' - 0" 10' - 0" EQ

4.2204.2204.220

4.217

FIRST FLOOR

100' - 0"

TO PCC LOW

112' - 0"

A-301

4.203

4.212

4.217

4.216

4.215

4.214

4.219

A-501

4.220

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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EXTERIOR

ELEVATIONS

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

1/8" = 1'-0"1

SOUTH BUILDING ELEVATION

1/8" = 1'-0"2

WEST BUILDING ELEVATION

1/8" = 1'-0"3

NORTH BUILDING ELEVATION

1/8" = 1'-0"4

EAST BUILDING ELEVATION

KEYED NOTES

4.201 EIFS WALL SYSTEM WITH MASONRY BACKUP. PROVIDE REVEAL BANDING TO

MATCH EXISTING ADJACENT PRECAST JOINTS.

4.202 NEW INFILL WITH EIFS WALL SYSTEM WITH MTL STUD BACKUP. SEE DETAIL.

PROVIDE VERTICAL REVEL JOINTS TO LINE UP WITH EXISTING ADJACENT

PRECAST JOINTS.

4.203 NEW EIFS WALL SYSTEM WITH METAL STUD BACKUP.

4.204 EXISTING PRECAST CONCRETE WALL PANE, TYPICAL.

4.205 EXISTING EIFS WALL INFILL.

4.206 REPLACEMENT ATFP RATED ALUMINUM WINDOW SYSTEM.

4.207 REPLACEMENT ATFP RATED ALUMINUM WINDOW AND DOOR SYSTEM.

4.208 HOLLOW METAL DOOR AND FRAME. PATCH AREA SURROUNDING AND

PROVIDE HONED FINISHED JAMB RETURNS.

4.209 EXISTING HOLLOW METAL DOOR AND FRAME TO REMAIN.

4.210 MECHANICAL EQUIPMENT, SEE MECHANICAL SHEETS.

4.211 MECHANICAL LOUVER, SEE MECHANICAL SHEETS.

4.212 ELECTRICAL FIXTURE, SEE ELECTRICAL SHEETS.

4.213 ELECTRICAL EQUIPMENT, SEE ELECTRICAL SHEETS.

4.214 PREFINISHED ALUMINUM METAL COPING TRIM.

4.215 EXPOSED CONCRETE FOUNDATION WALL,

4.216 CONCRETE STAIRS.

4.217 PAINTED METAL PIPE GUARD HANDRAILS.

4.218 EXISTING VESTIBULE, WINDOWS AND DOORS TO REMAIN AS IS.

4.219 ROOF OVERFLOW COWS TONGUE SCUPPER, SEE PLUMBING DRAWINGS.

4.220 EIFS VERTICAL REVEAL JOINTS 1/2" WIDE BY 1/2" DEEP.

1/8" = 1'-0"5

SOUTH BUILDING ELEVATION AT OFFICE ADDITION

TOP OF FOOTING

94' - 0"

A B C D E G H J K L M N P Q R SF

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

OPERATIONS

GROUP

COMMANDER

FIGHTER

SQUADRON

COMMANDER

DIRECTOR OF

OPERATIONS

AIRFIELD

MANAGEMENT

AFMT

NCOIC

HALLWAY

SCHEDULING

SIMULATOR

SUPPORT

OFFICE

SIMULATOR

A-301

A-311

3A-311

A-311

A-311

Q.1 S.17 A-301

A-301

NEW SIMULATOR ADDITION EXISTING BUILDING RENOVATION NEW OFFICE ADDITION

SEE STRUCTURAL

FOR ROOF

STRUCTURE

COORDINATE

WITH

PLUMBING

TOP OF MASONRY

118' - 0"

TOP OF BM

VARIES

SEE STRUCTURAL

FOR ROOF

STRUCTURE

NEW CONC.

STEPS & RAILING

EXISTING

ROOFING &

STRUCTURE TO

REMAIN SEE MECH. &

ELEC. FOR

DUCTWORK &

LIGHTING

SEE MEP FOR EXISTING

FLOOR SLAB TO BE

REMOVED & REPLACED.

SEE STRUCTURAL

FOR FLOOR SLAB &

FOUNDATIONS.

SEE STRUCTURAL

FOR FLOOR SLAB &

FOUNDATIONS.

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

A-501

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

3456891011121314151617181920

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

A-301

SIMULATOR

BREAK ROOM

BRIEFING

ROOM 2

HALLWAY

BRIEFING

ROOM 1

INTEL

A-311

A-501

A-311

A-311

3 6 A-301

EXISTING CONC.

WALL PANEL &

STUD BACKUP

SEE MECH. & ELEC.

FOR DUCTWORK &

LIGHTING

EXISTING ROOFING

& STUCTURE

SEE MEP FOR EXISTING

FLOOR SLAB TO BE

REMOVED & REPLACED

COORDINATE WITH

PLUMBING

TOP OF MASONRY

118' - 0"

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

NEW SIMULATOR ADDITION

5/8" GYP. BD.,

VAPOR BARRIER

AND INSUL. AT

ALL EXT WALLS.

(TYP.)

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

12345689101112131415161718192021222324

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

24.1

EXISTING CONC.

WALL PANEL &

STUD BACKUP.

NEW ALUM.

WINDOW SYSTEM

EXISTING CONC.

WALL PANEL &

STUD BACKUP.

SOF

ARMS

SIMULATOR

SUPPORT

OFFICE

OPEN

OFFICE

105 106

ISSO & SSR

WEAPONS

ACMI

SEE MECH. & ELEC.

FOR DUCTWORK &

LIGHTING. TYPICAL.

EXISTING ROOFING

& STRUCTURE.

SEE MEP FOR

HVAC EQUIP.

SEE MEP FOR EXISTING

FLOOR SLAB TO BE

REMOVED & REPLACED.

EXISTING 6"

CONC. WALL

PANEL & STUD

BACKUP.

5/8" GYP. BD.,

VAPOR BARRIER

AND INSUL. AT

ALL EXT WALLS.

(TYP.)

NEW INSULATION

AND GYP BD AT

ALL EXTERIOR

WALLS TYP.

A-301

A-301

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

2021222324 19.524.1

SEE MECHANICAL & ELEC.

FOR DUCTWORK, BASE

BOARD, AND LIGHTING.

JOIST BRG

110' - 8"

JOIST BRG

110' - 2"

JOINT BRG

110' - 8"

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

A B C D E G HF

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

INTEL OIC

INTEL

INTEL VAULT

CLASSROOM

5/8" GYP. BD.,

VAPOR BARRIER

AND INSUL. AT

ALL EXT WALLS.

(TYP.)

FIRST FLOOR

100' - 0"

A B C D E G H J K L M NF

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

A-301

BRIEFING

ROOM 3

BRIEFING

ROOM 1

MISSION

PLANNING

ACMI

LOBBY

MAIN

BRIEFING

ROOM9

5/8" GYP. BD., VAPOR

BARRIER AND INSUL. AT

ALL EXT WALLS. (TYP.)

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

5689101112131415161718192021222324

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

TO PCC HIGH

120' - 0"

A-301

A-301

A-301

VEST

LOBBY

HALLWAY

VEST

5/8" GYP. BD., VAPOR

BARRIER AND INSUL. AT

ALL EXT WALLS. (TYP.)

5/8" GYP. BD., VAPOR

BARRIER AND INSUL. AT

ALL EXT WALLS. (TYP.)

FIRST FLOOR

100' - 0"

G H J K L M

A-301

LOBBY

COMM/

COMPUTER

STORAGE

WOMEN'S

TOILET/

LOCKER

ROOM

A-501

A-501

BOX HEADER, SEE

DETAIL 24/A-501

BOX HEADER, SEE

DETAIL 24/A-501

CEILING CAPS, SEE DETAIL 24/A-501

FOR FRAMING, TYPICAL.

FIRST FLOOR

100' - 0"

G H

FC3SC3

4" AIR SPACE

STC RATED WALL

FULL HEIGHT

FURRING WALL

FULL HEIGHT

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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BUILDING SECTIONS

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

1/8" = 1'-0"1

BUILDING SECTION

1/8" = 1'-0"3

BUILDING SECTION

1/8" = 1'-0"4

BUILDING SECTION

1/8" = 1'-0"7

BUILDING SECTION

1/8" = 1'-0"2

BUILDING SECTION

1/8" = 1'-0"6

BUILDING SECTION

1/8" = 1'-0"5

BUILDING SECTION

1/8" = 1'-0"8

BUILDING SECTION

1/2" = 1'-0"9

WALL SECTION

TOP OF FOOTING

94' - 0"

D

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

A-501

A-501

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

Q

TO PCC LOW

112' - 0"

Q.1

A-501

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

S.1

A-501

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

A-501

A-501

TO CMU

118' - 0"

A-501

OPP.

FIRST FLOOR

100' - 0"

TOP OF FOOTING

94' - 0"

C

TO PCC LOW

112' - 0"

TO PCC MID

116' - 0"

CONC. FOOTING

SEE STRUCTURAL

EXIST. CONC.

FLOOR SLAB

8" CMU WALL

EXIST. PRECAST CONC.

WALL PANEL

EXIST. FOUNDATION WALL

AND FOOTING

EXIST. MASONRY WALL

AND FURRING

ACOUSTICAL PANEL CEILING

EXIST. CONC.

VAULT CAP

EXIST. 6" METAL STUDS

5/8" GYP BD OVER

VAPOR BARRIER

EXIST. STEEL BEAM

EXIST. ROOFING SYSTEM

AND ROOF STRUCTURE

NEW EPDM

ROOFING SYSTEM

WITH R-30 INSULATION

ON 1 1/2" METAL DECK

STEEL JOIST

SEE STRUCTURAL

1/2" RIGID

INSULATION

CONC. SLAB

OVER VAPOR

BARRIER

TO MASONRY

118' - 0"

A-501

A-501

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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WALL SECTIONS

XGFG132020ANG NO.:

3141300-141489.01

NJD

SZK

May 4, 2017

THM

3/4" = 1'-0"3

WALL SECTION

3/4" = 1'-0"2

WALL SECTION

3/4" = 1'-0"1

WALL SECTION

3/4" = 1'-0"4

WALL SECTION

3/4" = 1'-0"5

WALL SECTION

2" RIGID INSULATION

CONC. FOOTING

CONC. FLOOR SLAB

OVER VAPOR BARRIER

8" CMU WALL

EIFS WITH 3"

RIGID INSULATION

1/2" RIGID INSULATION

1 1/2" METAL DECK

EPDM ROOFING SYSTEM

WITH R-30 INSULATION

EXIST. FOUNDATION WALL

AND FOOTING

EXIST. CONC. SLAB

EXIST. PRECAST CONC.

WALL PANEL

EXIST. EIFS INFILL

EXIST. 6" METAL STUDS

5/8" GYP BD OVER

VAPOR BARRIER

ACOUSTICAL PANEL CEILING

EXIST. PRECAST CONC

WALL PANEL

EXIST. STEEL BEAM

AND JOISTS

EXIST. ROOFING SYSTEM

EIFS WITH 3"

RIGID INSULATION

REVEALS TO MATCH

CONFIGURATION OF

EXIST. PRECAST WALL

PANEL SEE DETAIL 19/A-501

CONCRETE FOUNDATION

WALL AND FOOTING

SEE STRUCTURAL

2" RIGID

INSULATION

CONC. FLOOR

SLAB OVER VAPOR

BARRIER

1/2" RIGID INSULATION

BASE BOARD.

SEE MECHANICAL

5/8" GYP BD

VAPOR BARRIER

6" MTL STUDS

(600S250-97) AT

16" O.C. AT

INSULATION

5/8" GYP BD

ON 3 5/8" METAL

STUDS AT 16" O.C.

ACOUSTICAL PANEL

CEILING SYSTEM

EPDM ROOFING SYSTEM

WITH R-30 RIGID INSULATION

EIFS W/ 3" RIGID NSULATION.

AIR BARRIER.

1/2" REINFORCED EXTERIOR

GRADE GYP BD.

CONCRETE FOUNDATION

WALL AND FOOTING

SEE STRUCTURAL

05/04/17 TYPE B3

REVEALS TO MATCH

CONFIGURATION OF

EXIST. PRECAST WALL

PANEL SEE DETAIL 19/A-501

REVEALS TO MATCH

CONFIGURATION OF

EXIST. PRECAST WALL

PANEL SEE DETAIL 19/A-501

M N Q

MEN'S TOILET/

LOCKER ROOM

3' - 8"

11"

4' - 6"

7 1/4"

3' - 2" 1' - 2"

A-401

/8

A-401

A-401

SA6

SA3

FC3

FC3

SA3

SA6

SA3SA3

SA3

SA3

FC3

SA3

TPD TPD

PTD

GB2

GB3

24 24

RH RH

LSD LSD

MR1 MR1

RH

CR/VSC

GB1

FSS

LSD

TPD

RH

GB4

FC3FC3

SA6

SA3

RH

CR/VSC

GB1

FSS

LSD

4.111

155A

URS

4.105

B

4.1124.1124.112

4.1124.1124.112

SA3

4.113

BSK (2)

FEC

BSK (2)

4.137

4.137

E Q

E Q

E Q

E Q

10' - 0" 3' - 0"

10' - 0" 3' - 0"

4.139

4.139

L N

3' - 2" 3' - 0"

WOMEN'S

TOILET/

LOCKER

ROOM

JANITOR

C

LR

3' - 0"

B

161A

A-401

FC3

SA3

SA3

SA8

FC3

SA3

SA3

SA3

SA3

SA3

5' - 5 1/2" 5' - 1" 3' - 9 1/2" 6 1/2"

RH

RH

GB2

GB3

TPD TPD

GB4

GB3

LSD

CR/VSC

RH

FSS

LSD

MR1

LSD

MR1

PTD

/8

SND

FC3SA3

SND

A-501

4.111

1' - 4"

10' - 3 1/2" 4' - 7" 8' - 6 1/2" 4' - 5 1/2"

FC3FC3FC3

FC3

SA3

FC3

SA3

SA3SA6

112"

SA3

112"

4.1124.1124.112

4.113

A-301

BSK (2)

SA6

MS

4.137

4.139

WOMENS

ENTRY

A-401

SLOPED TOP WITH

FILLER AT CORNERS

LOCKERSBENCH

PT-4

A-401

SLOPED TOP WITH

FILLER AT CORNERS

SINGLE

LOCKERS

BENCH DOUBLE

LOCKERS

PT-4

PT-4

PT-1

PT-1 TO THE

INSIDE CORNER

A-401

SLOPED TOP WITH

FILLER AT CORNERS

SINGLE

LOCKERS

BENCHDOUBLE

LOCKERS

FILLER PANEL AT

END AND CORNERS

4.112

FSS

GB1

LSD

VSC

CR

BSK 17

A-401

PT-4

FULL HEIGHT CERAMIC

TILE SHOWER

A-401

SLOPED TOP WITH

FILLER AT CORNERS

BENCH

CR

RH

4.112

OPEN TO

BEYOND

18" EQ EQ 18"

1' - 10"4' - 0"1' - 10"

A-401

SLOPED TOP WITH

FILLER AT CORNERS

BENCH

LSDPTD

LSD

MR1

SIDE

SPLASH

4.112

A-401

FSS

GB1

LSD

VSC

CR

BSK

FULL HEIGHT CERAMIC

TILE SHOWER

OPEN TO

BEYOND

OPEN TO

BEYOND

PT-1

WALL SHOWN IN

SECTION PAINT TOP

PORTION PT-1

1' - 6"EQ EQ EQ EQ

RH

TPD

RH

TPD

GB4

TPD

RHGB2

GB3

HC

4.2224.222

2' - 6" 2' - 6"

HC

2' - 6" 2' - 6"

URS

URS

OPEN TO

BEYOND

RH

VSC

CR

RH

VSC

CR

OPEN TO

BEYOND

FULL HEIGHT CERAMIC

TILE SHOWER PT-4PT-4

PT-4

A-401

SLOPED TOP WITH

FILLER AT CORNERS

DOUBLE

LOCKERS

BENCH SINGLE

LOCKERS

18"18"

PT-4

4.112

GB4

TPD

RH GB2

GB3

HC

TPD

SND

RH

4.222

PT-1PT-1

WALL SHOWN IN SECTION

AND COLUMN WRAP NOT

SHOWN FOR CLARITY

PAINT TOP PORTION PT-1 PT-1 TO THE

INSIDE CORNER

EQ EQ

16"

2' - 11"5' - 6"2' - 11"

16"

A-401

SLOPED TOP WITH

FILLER AT CORNERS

4.112

PT-4

RH

VSC

CR

LSD

PTD

LSD

MR2

SIDE SPLASH,

BOTH SIDES

FULL HEIGHT CERAMIC

TILE SHOWER

PT-1

FD = FLOOR DRAIN (PITCH FLOOR TO DRAIN)

CR = CURTAIN ROD

EWC = ELECTRIC WATER COOLER

FSS = FOLDING SHOWER SEAT

GB1 = GRAB BAR (24"w. x 24"d. x 34"h. x 33" A.F.F.)

GB2 = GRAB BAR (36" L. x 33" A.F.F.)

GB3 = GRAB BAR (42" L. x 33" A.F.F.)

GB4 = GRAB BAR (28" L. x 33" A.F.F.)

LSD = LIQUID SOAP DISPENSER (GFCI)

MS = MOP STRIP

MR1 = MIRROR (6'-6"w. x 4'-0"h.) - ALUMINUM FRAMED MR2 = MIRROR (8'-0"w. x 4'-0"h.) - ALUMINUM FRAMED

PTD = PAPER TOWEL DISPENSER (GFCI)

RH = ROBE HOOKS

SND = SANITARY NAPKIN RECEPTACLE

TPD = (2) TOILET PAPER DISPENSERS - (2 ROLL) (GFCI)

URS = URINAL SCREEN

VSC = VINYL SHOWER CURTAIN

BSK = SHOWER BASKET

TOILET ACCESSORY KEY

TOILET ROOM

ACCESSORY GENERAL NOTES:

1. TOILET ROOM VANITIES TO BE SOLID SURFACE WITH INTEGRAL BOWLS

AND BACKSPLASH UNLESS OTHERWISE NOTED.

2. PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED ACCESSORIES.

3. ALL EXPOSED SURFACES OF MILLWORK SHALL BE P. LAMINATE ON 3/4" PART.

BD., TYPICAL, UNLESS NOTED OTHERWISE.

4. SEE SHEET A-701 FOR "FINISHES".

5. SEE DETAIL 14/A-401 FOR ALL TOILET ACCESSORY MOUNTING HEIGHTS.

SEE SPECIFICATIONS

FOR MODEL NUMBERS

M A

X

"M

A X

MIN

1' - 3"

(URS)

URINAL

URINAL

@ NON-ADA

ACCESSIBLE

@ ADA

ACCESSIBLE

URINAL

SCREEN

(URS)

TOILET

PARTITION

(PART)

FLOOR LINE

MAX

6"

MAX

1' - 0"

GRAB BAR,

REQD (GB3)

GRAB BAR,

REQD (GB1)

GRAB

BAR,

REQD

(GB2)

(2) TOILET PAPER

HOLDER DBL

ROLL (TPH)

SANITARY NAPKIN

DISPOSAL (SND)

WALL

MOUNT

TOILET

41"

39" TO

MIN

3' - 6"

1' - 6" 7" 8"

MIN

3' - 0"

A D

A R

E Q

M A

X

LIQUID SOAP

DISPENSER

(LSD)

MIRROR

(MIR)

LAVATORY

(WALL

MOUNTED)

M A

X

M A

X

LAVATORY

SOAP

DISPENSER

(SD)

MIRROR

(MIR)

C L R

M A

X

M A

X

ELECTRIC WATER

COOLER HI-LO WITH

BOTTLE FILLER

(EWC)

CURTAIN

ROD

(CR)

ROBE

HOOK

(RH)

PAPER

TOWEL

DISP.

(PTD2)

WASTE

RECEPTACLE

(WR)

M A

X

ELEC

HAND

DRYER

(EHD1)

SANITARY

NAPKIN

DISPOSAL

(SND)

SANITARY

NAPKIN

DISPOSAL

(SND)

FAUCET ON

OPPOSITE

WALL FROM

MOP STRIP

(IF APPLICABLE)

SHELF W/

MOP STRIP

(MS)

MOP BASIN

FIRE

EXTINGUISHER

CABINET

(FEC)

M A

X

FOLDING

SHOWER

SEAT

(FSS)

MAX

2' - 3"

1' - 4" SHOWER HEIGHT

ACCESSORIES

M A

X

T.O. HOSE MOUNTING

BRACKET

DESIGN OPTION,

STD HEAD

FLEXIBLE SHOWER

SPRAY HOSE - 60" L

SINGLE LEVER MIXING

VALVE CONTROL

GRAB BAR (GB4)

M A

X

" M

A X

SHOWER

BASKET

(BSK)

CTB-1

CT-2

CT-3

CT-2 WITH

BULLNOSE TOP

FLOOR EL.

NOTE:

PROVIDE SCHLUTER

TRIM AT ALL CORNERS,

TYPICAL

CEILING EL.

PT-1

METAL LOCKER

SEE SPECIFICATION

TREATED WOOD BASE, 2x AT

16" O.C. COORDINATE SIZE

WITH FLOOR FINISH

ANCHOR EVERY THIRD

LOCKER WITH WOOD

SCREWS

METAL LOCKER,

SEE SPECIFICATIONS

CONTINUE FLOOR AND

BASE FINISH

CONT. SLOPED TOP (TYP.)

ANCHOR MIN. EVERY THIRD

LOCKER WITH WOOD SCREWS

CONT. 1x2 FURRING BY G.C.

/2

/2

FLOOR LINE

MITER

2 x 2 x 3/16" STAINLESS STEEL

WELDED ANGLE SUPPORTS

GRIND ALL CUT EDGES AND

WELDS SMOOTH. (3-SUCH

REQ. AT MEN'S VANITY, 2

REQUIRED AT WOMENS)

3/8" STAINLESS STEEL

EXPANSION ANCHORS

3 PER FRAME - 2 HIGH, 1 LOW

1/2" SOLID SURFACE MATERIAL

OVER 3/4" PLYWOOD WITH

INTEGRAL BOWLS

WALL FINISH

PER ELEVATIONS

1" 1' - 11"

NOTCH SOLID SURFACE

RETURN AT SUPPORTS

CONTINUOUS WOOD

BENCH WITH 1/2"

RADIUS EDGES. SEE

PLAN FOR LENGTH

STEEL BENCH

SUPPORT SEE PLAN

FOR LOCATIONS

1' - 0"

SEE STRUCTURAL FOR

SUPPORT TYPE AND

ANCHORAGE TO FLOOR

AND BENCH

SLOPED TOP WITH

FILLER AT CORNERS PT-4

RHVSC

CR

FULL HEIGHT CERAMIC

TILE SHOWER

BULLNOSE EDGE ALGIN

WITH SHOWER WALL

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

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