Drawings Repair Windows B6913.pdf

PDF 16 MB Posted Aug 8, 2020

Attached to: Repair Windows Bldg 6913, Battle Creek
Solicitation number: W50S84-20-R-0006
Issued by: Department of the Army Michigan Army National Guard

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Battle Creek Access Form directions.pdf	PDF	Aug 8, 2020
W50S84-20-R-0006.pdf	PDF	Aug 8, 2020
Spec - Repair Windows 6913.pdf	PDF	Aug 8, 2020
Battle Creek BASE ACCESS REQUEST.pdf	PDF	Aug 8, 2020
Battle Creek COVID-19 Information.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

9 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

BATTLE CREEK

SPRINGFIELD

BATTLE

CREEK ANGB

WK KELLOGG

AIRPORT

NORTH

LOCAL VICINITY MAPVICINITY MAP

MICHIGAN

LANSING

CALHOUN

COUNTY

NORTH

BUILDING 6913

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 6913

BATTLE CREEK ANGB

BATTLE CREEK, MICHIGAN

MICHIGAN AIR NATIONAL GUARD

A N

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G-001

COVER SHEET

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

GENERAL

G-001 COVER SHEET

STRUCTURAL

S-001 STRUCTURAL NOTES

S-101 STRUCTURAL PLANS AND DETAILS

ARCHITECTURAL

A-001 NOTES & SYMBOLS

AD101 FIRST FLOOR DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 WALL SECTION AND DETAILS

SHEET INDEX

03/30/20 B3 FINAL

GENERAL NOTES

G-1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO START

OF CONSTRUCTION - RESOLVE ANY DISCREPANCY WITH ARCHITECT/ENGINEER.

G-2. STRUCTURAL SYSTEM IS DESIGNED TO WORK AS A COMPLETED SYSTEM,

ANY SHORING OR BRACING NECESSARY DURING CONSTRUCTION SHALL

BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

G-3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY AND ALL

ACCIDENTS WHICH RESULT IN DEATH, PERSONAL INJURY, OR DAMAGE TO

PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE

OF THE WORK.

G-4. SECTIONS, DETAILS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE,

UNLESS OTHERWISE SHOWN.

DO NOT SCALE DRAWINGS!!!!

ABBREVIATIONS

B.O.

GENERAL SYMBOLS

KEYED NOTE

STRUCTURAL WALL TYPE

ELEVATION

DECK SPAN

STRUCTURAL SLAB TYPE

STRUCTURAL ELEVATION

DETAIL OR SECTION

LINTEL DESIGNATION

SLAB X

S-201 #

S-501

SW#

STRUCTURAL SYMBOLOGY

MASONRY (CMU) WALL

ON CONCRETE FOOTING

CONCRETE FOOTING

CONCRETE FOUNDATION WALL

ON CONCRETE FOOTING

TOP OF FOOTING ELEVATION

TOP OF WALL ELEVATION

FOOTING STEP

STRIP FOOTING DESIGNATION

DENOTES DEPRESSION FOR

WALL/DOOR OPENING (-8" U.N.O.)

INDICATES PIER MARK

INDICATES PIER

INDICATES COLUMN

INDICATES CONCRETE FOOTING

INDICATES SPREAD FOOTING MARK

INDICATES NEW GRID DESIGNATION

(HEXAGON SHAPE AT EXISTING GRID)

TOF

96'-0"

TOW

100'-0"

SF1

F1 P1

FOUNDATION PLAN

FRAMING PLAN

INDICATES BEAM FRAMING OVER HOLLOW

STRUCTURAL SECTION (HSS) COLUMN

INDICATES BEAM FRAMING

OVER WIDE FLANGE (WF) COLUMN

INDICATES BRACING CONNECTED TO BEAM

(BELOW FRAMING MEMBER)

INDICATES BEAM FRAMING

INTO SIDE OF COLUMN

INDICATES MOMENT CONNECTION

W x

[1 k

(0 .7

INDICATES REQUIRED UPWARD CAMBER

IN BEAM (INCHES)

INDICATES BEAM SIZE

INDICATES TOP OF STEEL ELEVATION

INDICATES NUMBER OF 3/4" x 5" SHEAR STUDS

FULLY WELDED TO TOP OF BEAM PER 1/2-SPAN

INDICATES CONNECTION DESIGNED BY FABRICATOR

TO DELIVER 46k VERTICAL LOAD TO CENTERLINE

OF COLUMN OR CONNECTION MEMBER

INDICATES TYPICAL BEAM SHEAR SPLICE

INDICATES BEAM FRAMING INTO SIDE OF BEAM

INDICATES BEAM FRAMING OVER BEAM

FOUNDATION WALL DESIGNATIONFW08

INDICATES KNEE BRACING CONNECTED TO BEAM

(BELOW FRAMING MEMBER)

INDICATES COLLECTOR CONNECTION

STRUCTURAL DESIGN CRITERIA

1. GOVERNING CODE: UFC 1-200-01 WITH AMENDMENTS AND IBC 2018

2. RISK CATEGORY: III

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

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

7. GEOTECHNICAL DESIGN DATA (1603.1.6)

NET ALLOWABLE SOIL BEARING PRESSURE 1500 PSF (PER EXISTING DRAWINGS)

STRUCTURAL STEEL NOTES

MATERIAL PROPERTIES (U.N.O.)

W-SHAPES - Fy = 50 KSI (A992 OR A572 Gr 50) C-SHAPES & ANGLES - Fy = 36 KSI (A36) PLATES & BARS - Fy = 36 KSI (A36) RECTANGULAR HSS - Fy = 46 KSI (A500 Gr B)

S-1. STEEL BEAMS WITH RESIDUAL CAMBER RESULTING FROM MILL FABRICATION

OR ROLLING SHALL BE SHOP FABRICATED AND ERECTED SUCH THAT THIS

RESIDUAL CAMBER COUNTERACTS GRAVITY LOAD DEFLECTION.

S-2. ALL BOLTED CONNECTIONS SHALL UTILIZE 3/4 INCH DIAMETER A325

BOLTS TIGHTENED TO THE SNUG-TIGHT CONDITION. THE SNUG-TIGHT

CONDITION IS DEFINED BY THE RCSC'S "SPECIFICATION FOR STRUCTURAL

JOINTS USING ASTM A325 OR A490 BOLTS", UNLESS INDICATED OTHERWISE.

S-3. ALL WELDING OF NEW STEEL IS TO BE WITH E70XX ELECTRODES, U.N.O.

WELDING SHALL BE IN ACCORDANCE WITH THE LATEST AWS SPECIFICATIONS

BY CERTIFIED WELDERS.

S-4. WHEN FIELD WELDING TO EXISTING STEEL, ADJUST WELDING PROCEDURES

AS REQUIRED TO BE COMPATIBLE WITH THE NEW AND EXISTING STEEL.

S-5. ALL EXTERIOR MASONRY SHELF ANGLES, LINTEL BEAMS, AND LINTEL

PLATES SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A123.

METAL DECK

MATERIAL PROPERTIES (U.N.O)

ROOF DECK: GALVANIZED, Fy = 33 KSI

MD-1.SEE PLAN FOR DEPTH AND GAUGE.

MD-2.BUTTON PUNCHING ROOF DECK IS NOT PERMITTED. REFERENCE

DRAWINGS FOR ROOF DECK ATTACHMENT REQUIREMENTS. STRUCTURAL

DIAPHRAGM ACTION IS PROVIDED BY THE ROOF DECK AND ITS ATTACHMENT.

COLD FORMED STEEL FRAMING NOTES

CF-1. COLD FORMED STEEL WORK SHALL CONFORM TO THE 2016 EDITION

(INCLUDING ALL APPLICABLE SUPPLEMENTS AND STANDARDS) OF AISI'S

"NORTH AMERICAN SPECIFICATION OF FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS"

CF-2. STUD, TRACK, AND OTHER APPLICABLE ROLLED SHAPES SHALL CONFORM

TO THE NOMENCLATURE AND DIMENSIONS SET FORTH BY THE STEEL STUD

MANUFACTURER'S ASSOCIATION (SSMA). REFER TO SSMA'S "PRODUCT

TECHNICAL INFORMATION" CATALOG AND ICC ER 4943P FOR MINIMUM

SECTION PROPERTIES AND DIMENSIONS.

CF-3. SCREWS FOR ATTACHING COLD FORMED STEEL TO COLD FORMED STEEL

SHALL BE CORROSION RESISTANT, SELF DRILLING, SELF TAPPING, #8 OR

#10 AS INDICATED, PAN OR HEX HEAD, WITH LENGTH, POINT STYLE AND

INSTALLATION METHOD IN ACCORDANCE WITH MANUFACTURERS

INSTRUCTIONS. PROVIDE 3/4" MINIMUM SPACING BETWEEN SCREWS AND

3/4" MINIMUM EDGE DISTANCE U.N.O.

CF-4. ALL CONNECTIONS SHALL HAVE AT LEAST (2) #8 SCREWS U.N.O.

CF-5. FASTENERS FROM COLD FORMED STEEL TO STRUCTURAL STEEL OR

MASONRY SHALL BE 0.157" DIAMETER POWDER DRIVEN FASTENERS "SHOT

PINS" UNLESS OTHERWISE NOTED. USE HILTI "X-U" FASTENERS WITH 1"

EMBEDMENT INTO CONCRETE WITH WASHERS PER MANUFACTURER, U.N.O.

SIZE LENGTH OF SHOT PINS AS REQUIRED BY MANUFACTURER'S ICC ES

REPORT FOR ATTACHMENT TO STRUCTURAL STEEL. MANUFACTURER'S

EDGE DISTANCE AND SPACING REQUIREMENTS SHALL BE MET AND VERIFIED

BY THE CONTRACTOR IN THE FIELD.

CF-6. WALL TRACKS AND ACCESSORIES SHALL BE THE SAME GAUGE AND WIDTH

AS THE STUDS, 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:

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

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S-001

STRUCTURAL NOTES

3141900-191878.01

MAB

MARCH 30, 2020

JJF

B.O. = BOTTOM OF ________

BP# = BASE PLATE TYPE

BRG = BEARING

C TO C = CENTER TO CENTER

CCJ = CONSTRUCTION CONTROL JOINT

CJ = CONTROL JOINT

CLSM = CONTROLLED LOW STRENGTH MATERIAL ("FLOWABLE FILL")

CONT = CONTINUOUS

DBLT = DOUBLE-TEE

DIA = DIAMETER

DTB = DOUBLE-TEE BEARING

EF = EACH FACE

EL = ELEVATION

EW = EACH WAY

F# = SPREAD FOOTING TYPE

FDTN = FOUNDATION

FV = FIELD VERIFY

GALV = GALVANIZED

HPC = HIGH PERFORMANCE COATING

JB = JOIST BEARING

LLH = LONG LEG HORIZONTAL

LLV = LONG LEG VERTICAL

NIC = NOT IN CONTRACT

NTS = NOT TO SCALE

OC = ON CENTER

P# = PIER TYPE

PCB = PRECAST BEARING (ELEVATION)

PRCST = PRECAST

Rxn = REACTION

SF# = STRIP FOOTING TYPE

SIM = SIMILAR

SST = STAINLESS STEEL

STL = STEEL

T.O. = TOP OF ________

TBD = TO BE DETERMINED

TOC = TOP OF COLUMN

TOF = TOP OF FOOTING

TOL = TOP OF LEDGE

TOP = TOP OF PIER

TOS = TOP OF STEEL

TOW = TOP OF WALL

TPC = TOP OF PRECAST

TSL = TOP OF SLAB

TYP = TYPICAL

UNO = UNLESS NOTED OTHERWISE

WWF = WELDED WIRE FABRIC/REINFORCEMENT

S-101

1 2

EXISTING MASONRY

FOUNDATION WALL

EXISTING CONCRETE FOOTING

EXISTING MASONRY PILASTER

1 2

W8x10

W x

W 8x

(109'-4" ± MATCH EXISTING EL.)

A T

C H

E X

E L

3.0013.001

3.603

3.602

3.603

3.601

3.604

S-101

S-101 9

S-101

3.605

NOTE:

REFER TO SHEET A-101

FOR LOCATION

HSS4x4x1/4

1/4

1/2"

1 1/2"

4" 1 1/2"

1/2" BASE PLATE, SIZE AS SHOWN.

ANCHOR WITH (4) 5/8" DIAMETER

EXPANSION ANCHORS INTO 100% SOLID

AND SOUND GROUTED MASONRY.

PROVIDE 4 1/2" MINIMUM EMBED.

11 1/2"

EXISTING MASONRY

FOUNDATION WALL

2" 2"

1/2"

HSS 4x4x1/4 COLUMN

WF BEAM, SEE PLAN.

1/4" WEATHER TIGHT CAP PLATE

1/4" SHEAR TAB WITH (2) A325 BLOTS

IN LONG SLOTTED HOLES

3/16

NOTE: DIAGONAL SLOPED CONNECTION SIMILAR.

WF BEAM

E Q

2" 3/16 6

3/16 6

1/4" END PLATE

EXISTING

COLUMN

WF BEAM

1/4" END PLATE

EXISTING COLUMN

EXISTING WF BEAM,

OPPOSITE SIDE,

CONNECTION UNKNOWN

3/16 4

3/16 6

EXISTING W16x26 HIP

RIDGE BEAM

EXISTING (2) SOUND CLIP

ANGLE CONNECTION

EXISTING C6x8.2 CHANNEL

1/4"x6" TALL PLATE

ASSEMBLY WITH 4"

EXTENSION ALONG

CHANNEL LENGTH,

SHEAR TAB SIMILAR TO

OTHER END, SEE DETAIL

4/S-101.

NEW HIP RIDGE INFILL BEAM

12'-0" MAX.

CRIPPLE STUDS, MATCH TYPICAL.

600T200-43 DEEP LEGGED DEFLECTION

TRACK WITH 0.157

PDFs AT 16" O.C.

INTO STEEL BEAM BOTTOM FLANGE.

TSN CLIP SL-43mil TYPICAL AT TOP OF JAMBS.

BOXED HEADER

(2) 600S162-43 VERTICAL SECTIONS

(2) 600T125-43 LATERAL SECTIONS BUILT UP WITH

#10 SCREWS AT 16" O.C ALONG MEMBER LENGTH.

BOXED SILL

(2) 600S162-43 VERTICAL SECTIONS

(2) 600T125-43 LATERAL SECTIONS BUILT UP WITH

#10 SCREWS AT 16" O.C ALONG MEMBER LENGTH.

TSN STIFFCLIP HE(S)-43, EACH SIDE, EACH END,

CONNECTION TO JAMB, TYPICAL ALL BOXED

MEMBERS, INSTALL PER MANFACTRUER.

INSTALL MID-HEIGHT BRIDGING AT

FULL HEIGHT STUDS

600S162-43 AT 16" O.C. TYPICAL WALL STUD.

600S162-54

JAMB STUD.

600T125-43 TYPICAL TRACK. ATTACH STUD WITH #10

SCREW, EACH FLANGE. ATTACH TO GROUTED CMU

WITH .0157"

x 1 1/4" PDFs @ 8" O.C. (AND AT ENDS)

STAGGER SIDES. PROVIDE (4) AT JAMB STUDS.

R.O.

WF BEAM, SEE PLAN.

3/16 2-12

T.O. BEAM

109'-4" +/- MATCH

EXISTING

1/4" CONTINOUS BENT PLATE,

SIMILAR TO EXISTING, 3"

MINIMUM SLOPE BEARING LEG.

1 1/2" x 20GA. METAL ROOF DECK

ATTACHED TO BENT PLATE WITH

#12 SCREWS AT 12" O.C.

COL

3/16 2-12

L3x3x1/4 CONTINOUS BEARING ANGLE

1 1/2" x 20GA. METAL ROOF DECK

ATTACHED TO ANGLE WITH

#12 SCREWS AT 12" O.C.

EXISTING C6x8.2 CHANNEL

EXISTING METAL ROOF DECK

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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S-101

STRUCTURAL PLANS

AND DETAILS

3141900-191878.01

MAB

MARCH 30, 2020

JJF

1/4" = 1'-0"1

FOUNDATION PLAN

03/30/20 B3 FINAL

1/4" = 1'-0"2

ROOF FRAMING PLAN

KEYED NOTES

3.001 REMOVE EXISTING ROOF FRAMING AND VERTICAL ANGLE.

3.601 L7X4X3/8 LLV LOOSE LINTEL, 8" MINIMUM END BEARING.

3.602 1 1/2" X 20GA. METAL WIDE RIB ROOF DECK.

3.603 NEST SIDE LAP WITH EXISTING DECK AND ATTACHED TO

MEMBER WITH #12 SCREWS AT 12" O.C. ALONG LENGTH.

3.604 HSS 4X4X1/4 COLUMN, OFFSET FROM CENTERLINE OF

BEAM, SEE DETAIL 3/S-101 FOR COLUMN LOCATION.

3.605 INSTALL NON-STRUCTURAL LIGHT GAGE CEILING FRAMING

3 5/8"X1 1/4"X20GA AT 24" O.C., SPAN SHORT DIRECTION.

PROVIDE 3X3X18GA CLIP ANGLE, EACH END, FOR

CONNECTION TO STRUCTURE.

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

HSS COLUMN BASE PLATE

1 1/2" = 1'-0"4

WF BEAM CONNECTION TO HSS COLUMN

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

WF BEAM TO EXISTING WF COLUMN

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

WF BEAM CONNECTION TO EXISTING FRAMING

1/2" = 1'-0"9

CFS FRAMING AT WINDOW W2

1 1/2" = 1'-0"7

EAVE FRAMING

1 1/2" = 1'-0"8

ROOF TRANSITION FRAMING

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

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-101

SIM

A-101

SIM

XXX

A-101

XXX

X' - X"

A100

A100 EXISTING GRID LINES

NEW GRID LINES

LEVEL OR SPOT ELEVATIONS

ACP-X

10'-10" CEILING HEIGHT & FINISH

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-001

NOTES & SYMBOLS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1 3 4 5 6 7 8 9 10 12 15

13 16 18 1917

4.001 4.0014.0014.001

4.001

4.0014.0014.001

4.0014.001

4.001

4.0014.0014.0014.0014.001

4.002

4.003

13'-0 3/4"

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:

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

AD101

FIRST FLOOR

DEMOLITION PLAN

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

3/32" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

KEYED NOTES

4.001 REMOVE EXISTING WINDOW, WINDOW STOOL, BLOCKING, FLASHING AND

GYP. BD. TO FLOOR AND UP TO 16" EACH SIDE OF JAMB. REMOVE AND

SALVAGE EXISTING MASONRY SOLDIER COURSE FOR REINSTALLATION.

4.002 REMOVE EXISTING SLOPED ROOF GLAZING AND FLASHING.

4.003 REMOVE EXISTING STANDING SEAM METAL ROOF FROM SLOPED ROOF

GLAZING TO RIDGE.

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.

1 3 4 5 6 7 8 9 10 12 15

13 16 18 1917

A-201

A-202

A-202 2 A-2013

A -2

W2W2

W2W2W2

W1 W3

A-201

A-301

W2 W2 W2 W2 W2 W2 A-301

A-301

OPP

A-301

TYP.

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-101

FIRST FLOOR PLAN

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

3/32" = 1'-0"1

FIRST FLOOR PLAN

W2 W2 W2

W2 W2 W2 W2 W2 W2

T.O. SILL

102'-8"

T.O. WINDOW

107'-4"

T.O. BEAM

109'-4"

A-301

FIRST FLOOR

100'-0"

A-301

4.103

NEW ALUMINUM FRAMED

WINDOW SYSTEM

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-201

EXTERIOR

ELEVATIONS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1/8" = 1'-0"2

NORTH EXTERIOR ELEVATIONS

1/8" = 1'-0"3

EAST EXTERIOR ELEVATION

1/8" = 1'-0"1

NORTH EAST EXTERIOR ELEVATIONS

03/30/20 B3 FINAL

3/4" = 1'-0"4

WALL SECTION AT W1

KEYED NOTES

4.103 INSTALL NEW SUSPENDED 2' X 2' ACOUSTICAL CEILING SYSTEM AT 8'-8' A.F.F. REMOVE

EXISTING LIGHTING AND HVAC SUPPLY GRILLES. MODIFY EXISTING FIRE PROTECTION

AND ANY CEILING MOUNTED FIXTURES TO ACCOMMODATE NEW CEILING.

W2 W2 W2 W2 W2 W2 W2W3W1

4.101

4.102

W2 W2 W1

4.101

4.102

11'-10 1/2" F.V.

FIRST FLOOR

100'-0"

GL-1

2" EQ.

EQ.

EQ. 2"

A-301

6'-0" F.V.

2" EQ.

EQ. 2"

FIRST FLOOR

100'-0"

GL-1 GL-1

A-301

17'-8 1/2" F.V.

FIRST FLOOR

100'-0"

GL-1

2" 2'-9 1/4"

EQ.

2'-9"

EQ.

EQ. 2"

A-301

A-201

4.103

4.004

4.104

4.004

4.001

4.002

4.003

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

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-202

EXTERIOR

ELEVATIONS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

1/8" = 1'-0"1

SOUTH EXTERIOR ELEVATIONS

1/8" = 1'-0"2

WEST EXTERIOR ELEVATIONS

03/30/20 B3 FINAL

1/4" = 1'-0"

WINDOW ELEVATION W1

1/4" = 1'-0"

WINDOW ELEVATION W2

1/4" = 1'-0"

WINDOW ELEVATION W3

KEYED NOTES

4.001 REMOVE EXISTING WINDOW, WINDOW STOOL, BLOCKING, FLASHING AND

GYP. BD. TO FLOOR AND UP TO 16" EACH SIDE OF JAMB. REMOVE AND

SALVAGE EXISTING MASONRY SOLDIER COURSE FOR REINSTALLATION.

4.002 REMOVE EXISTING SLOPED ROOF GLAZING AND FLASHING.

4.003 REMOVE EXISTING STANDING SEAM METAL ROOF FROM SLOPED ROOF

GLAZING TO RIDGE.

4.004 DISCONNECT EXISTING LIGHTING LIGHT FIXTURES. CLEAN AND RE-LAMP

AND RE-INSTALL LIGHT FIXTURES IN SAME LOCATION UPON COMPLETION

OF CONSTRUCTION.

4.101 NEW STANDING SEAM METAL ROOF. MATCH EXISTING ROOF PANEL

PROFILE, COLOR AND GAGE. FLASHING AND TRIM TO MATCH EXISTING. LAP

EXISTING STANDING SEAM METAL ROOF PANELS PER ROOFING

MANUFACTURES REQUIREMENTS.

4.102 INSTALL CAST ALUMINUM SNOW GUARDS. ADHERED TO METAL ROOF AT

EACH FLAT PANEL. STAGGERED GUARDS TO MATCH EXISTING PATTERN.

4.103 INSTALL NEW SUSPENDED 2' X 2' ACOUSTICAL CEILING SYSTEM (ACP-1) AT

8'-8' A.F.F. REMOVE EXISTING LIGHTING AND HVAC SUPPLY GRILLES.

MODIFY EXISTING FIRE PROTECTION AND ANY CEILING MOUNTED FIXTURES

TO ACCOMMODATE NEW CEILING.

4.104 INSTALL NEW LINEAR SUPPLY GRILLES AND EXTEND FLEXIBLE DUCT TO

NEW GRILLES. TEMPMASTER MODEL TDL-2-T-02-24 WITH DAMPER,

OFF-WHITE COLOR. ALTERNATE MANUFACTURERS TRANE, ANEMOSTAT,

TITUS DEVICES, TUTTLE AND BAILEY AND E.H.PRICE. SUBMIT PRODUCT

DATA FOR REVIEW PER SECTION 013000.

1/8" = 1'-0"3

PARTIAL FIRST FLOOR CEILING PLAN

1/8" = 1'-0"4

SOUTH EXTERIOR DEMOLITION ELEVATION

A-301

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

CONTINUOUS SEALANT

QUARTZ SURFACING WINDOW STOOL WITH

3/4" PLYWOOD BACKING LENGTH AND DEPTH

AS REQUIRED FOR EXISTING CONDITIONS.

SHIM AND BLOCK AS REQUIRED

NEW 5/8" GYP. BD. OVER EXISTING

1 1/2" FURRING ON 10" CMU BLOCK

EXISTING RIGID INSULATION

EXISTING 6" METAL BOXED SILL

EXISTING THRU WALL MEMBRANE FLASHING

T.O. SILL

SEE SECTION

3/4"

NEW SELF-ADHERING MEMBRANE FLASHING

OVER BLOCKING AND DOWN EXISTING THRU

WALL FLASHING A MINIMUM 4"

PRE FINISHED ALUMINUM SILL FLASHING WITH

UPTURNED LEG AT EACH END SET IN SEALANT,

MATCH WINDOW FRAME. SLOPE FLASHING AND

PROVIDE BLOCKING AS REQUIRED FOR POSITIVE

DRAINAGE.

EXISTING MASONRY

SOLDIER COURSE

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

EXISTING RIGID INSULATION

EXISTING THRU WALL MEMBRANE FLASHING

NEW 5/8" GYP. BD. OVER EXISTING 6" STUDS

EXISTING 6" METAL BOXED HEADER

EXISTING BATT INSULATION

SHIM AS REQUIRED

CONTINUOUS SEALANT AND

BACKER ROD BOTH SIDES

5/8" GYP. BD.

EXISTING LINTELEXISTING MASONRY

SOLDIER COURSE

T.O. WINDOW

SEE SECTION

EXISTING 5/8" EXTERIOR

GRADE PLYWOOD OVER

3 5/8" METAL STUDS

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

EXISTING RIGID INSULATION

NEW 5/8" GYP. BD. OVER EXISTING 6" STUDS

EXISTING BATT INSULATION

SHIM AS REQUIRED

CONTINUOUS SEALANT AND BACKER ROD BOTH SIDES

5/8" GYP. BD.

QUARTZ SURFACING WINDOW STOOL WITH

3/4" PLYWOOD BACKING LENGTH AND DEPTH

AS REQUIRED FOR EXISTING CONDITIONS.

EXISTING BRICK VENEER

2X WOOD BLOCKING

REMOVE AND REPLACE FIRST BRICK AT WINDOW

TOOTH IN, AS REQUIRED.

NEW JAMB STUD, SEE STRUCTURAL

FLUID-APPLIED AIR/VAPOR/MOISTURE BARRIER

(SHOWN DASHED) - LAP EXISTING MIN. 6"

PREFINISHED ALUMINUM

FRAME WINDOW SYSTEM

FOIL FACE BATT INSULATION

SHIM AND BLOCK AS REQUIRED

CONTINUOUS SEALANT AND

BACKER ROD BOTH SIDES

SOLID SURFACE SILL BELOW

HSS COLUMN, SEE STRUCTURAL

8 1/8" 6 1/4"

1'-2 3/8"

3/4" RIGID INSULATION

3 5/8" METAL STUDS

4" BRICK VENEER, MATCH

EXISTING COURSING AND COLORNOTE: NEW CONSTRUCTION TO

MATCH EXISTING WALL CONDITIONS

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

3/4" RIGID INSULATION

THRU WALL MEMBRANE FLASHING

NEW 5/8" GYP. BD. OVER VAPOR BARRIER

ON 6" STUDS AT 16" O.C.

6" METAL BOXED HEADER, SEE STRUCTURAL

FOIL FACE BATT INSULATION

SHIM AS REQUIRED

CONTINUOUS SEALANT AND

BACKER ROD BOTH SIDES

5/8" GYP. BD.

LOOSE LINTEL, SEE STRUCTURAL

MASONRY SOLDIER COURSE

MATCH EXISTING WITH FIBER

MESH WEEPS AT 24" O.C.

T.O. WINDOW

SEE SECTION

5/8" EXTERIOR GRADE GLASS MAT

GYPSUM SHEATHING 3 5/8" METAL

STUDS AT 16" O.C.

T.O. BEAM

SEE SECTION

1 5/8" METAL STUDS AT 24" O.C. WITH

TOP AND BOTTOM TRACKS

1 1/2" STANDING SEAM METAL ROOF

OVER 1/2" GLASS-MAT ROOF BOARD

METAL ROOF DECK, SEE STRUCTURAL

6" VINYL FACED, GLASS-FIBER

BLANKET INSULATION

STEEL BEAM AND BENT PLATE,

SEE STRUCTURAL

CONTINUOUS 2x

NAILER

CLOSURE AT END OF ROOF PANELS

PREFINISHED ALUMINUM GUTTER

MATCH EXISTING PROFILE AND

COLOR. CONNECT TO EXISTING

GUTTER SYSTEM.

PREFINISHED ALUMINUM CLOSURE TRIM

MATCH EXISTING PROFILE AND COLOR. TRIM

TO RUN UP TO AND UNDER EAVE TRIM.

NOTE: NEW CONSTRUCTION TO

MATCH EXISTING WALL CONDITIONS

PREFINISHED ALUMINUM J

CLOSURE AT BOTTOM OF

SHEATHING

NEW SUSPENDED 2' X 2' ACOUSTICAL

CEILING SYSTEM (ACP-1) AT 8'-8' A.F.F.

T.O. SILL

SEE SECTION

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

CONTINUOUS SEALANT

QUARTZ SURFACING WINDOW STOOL WITH

3/4" PLYWOOD BACKING LENGTH AND DEPTH

AS REQUIRED FOR EXISTING CONDITIONS.

PRE FINISHED ALUMINUM SILL FLASHING WITH

UPTURNED LEG AT EACH END SET IN SEALANT,

MATCH WINDOW FRAME. SLOPE FLASHING AND

PROVIDE BLOCKING AS REQUIRED FOR POSITIVE

DRAINAGE.

SHIM AND BLOCK AS REQUIRED

NEW 5/8" GYP. BD. OVER EXISTING

1 1/2" FURRING ON 10" CMU BLOCK

EXISTING RIGID INSULATION

6" METAL BOXED SILL

NEW STAINLESS STEEL THRU WALL MEMBRANE

FLASHING SET IN SEALANT. EXTEND FLASHING

DOWN OVER EXISTING EXTERIOR RIGID INSULATION

MINIMUM 2" BELOW GRADE.

NEW MASONRY SOLDIER

COURSE MATCH EXISTING

SIZE, COLOR AND TEXTURE

NEW SELF-ADHERING MEMBRANE FLASHING

OVER BLOCKING AND DOWN EXISTING THRU

WALL FLASHING A MINIMUM 4"

3/4"

BATT. INSULATION

1 1/2" STANDING SEAM METAL ROOF

METAL ROOF DECK, SEE STRUCTURAL

6" VINYL FACED, GLASS-FIBER

BLANKET INSULATION

STEEL ANGLE, SEE STRUCTURAL

1/2" GLASS-MAT ROOF BOARD

PREFINISHED ALUMINUM FRAME WINDOW SYSTEM

EXISTING RIGID INSULATION

NEW 5/8" GYP. BD. OVER EXISTING 6" STUDS

EXISTING FOIL FACE BATT INSULATION

SHIM AS REQUIRED

CONTINUOUS SEALANT AND

BACKER ROD BOTH SIDES

5/8" GYP. BD.

SOLID SURFACE SILL BELOW

EXISTING BRICK VENEER

NEW JAMB STUD, SEE STRUCTURAL

2X WOOD BLOCKING

REMOVE AND REPLACE FIRST BRICK AT WINDOW

TOOTH IN, AS REQUIRED.

FLUID-APPLIED AIR/VAPOR/MOISTURE BARRIER

(SHOWN DASHED) - LAP EXISTING MIN. 6"

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

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

WALL SECTION AND

DETAILS

3141900-191878.01

MAB

KSF

MARCH 30, 2020

TMH

3/4" = 1'-0"1

EXISTING WALL SECTION AT W2 AND W3

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

WINDOW SILL AT W2 AND W3

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

WINDOW HEAD AT W2 AND W3

1 1/2" = 1'-0"4

WINDOW JAMB AT W2 AND W3

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

WINDOW JAMB AT W1

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

WINDOW HEAD AT W1

1 1/2" = 1'-0"7

WINDOW SILL AT W1

1 1/2" = 1'-0"8

ROOF TRANSITION

1 1/2" = 1'-0"9

WINDOW JAMB AT W1

Sheets

S-101 - STRUCTURAL PLANS AND DETAILS

A-001 - NOTES & SYMBOLS

A-101 - FIRST FLOOR PLAN

A-201 - EXTERIOR ELEVATIONS

A-202 - EXTERIOR ELEVATIONS

AD101 - FIRST FLOOR DEMOLITION PLAN

G-001 - COVER SHEET

S-001 - STRUCTURAL NOTES

A-301 - WALL SECTION AND DETAILS

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